Bridge Statistics for Whitewater, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 207ft / 62.9mTotal length
- $2,725,000Total costs
- 10,293Total average daily traffic
- 1,343Total average daily truck traffic
- 11,261Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Whitewater
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 21940-1949
- 61950-1959
- 61960-1969
- 81970-1979
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 5.9%Very good
- 52.9%Good
- 17.6%Satisfactory
- 17.6%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 23.5%Very good
- 29.4%Good
- 11.8%Satisfactory
- 23.5%Fair
- 11.8%Poor
- Bridge Condition - Substructure
- 11.8%Very good
- 35.3%Good
- 11.8%Satisfactory
- 29.4%Fair
- 11.8%Serious
- Bridge Condition - Channel
- 6.9%Very good
- 24.1%Good
- 51.7%Satisfactory
- 17.2%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 8013, Location: 1.5W 7.5N OF BENTON (Lat: 37.905606, Lng: -97.133806), Route carried "on" structure: County highway 72, Year Built: 1959, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 845 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2037), Design Load: H 15, Features Intersected: UNNAMED WATERCOURSE, Facility Carried by Structure: NW Butler Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8013, Location: 1.5W 7.5N OF BENTON (Lat: 37.905606, Lng: -97.133806), Route carried "on" structure: County highway 72, Year Built: 1959, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 845 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2037), Design Load: H 15, Features Intersected: UNNAMED WATERCOURSE, Facility Carried by Structure: NW Butler Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8014, Location: 1.5W 7.7N OF BENTON (Lat: 37.908333, Lng: -97.133831), Route carried "on" structure: County highway 72, Year Built: 1959, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 845 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2037), Design Load: H 15, Features Intersected: UNNAMED WATERCOURSE, Facility Carried by Structure: NW Butler Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 26.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8014, Location: 1.5W 7.7N OF BENTON (Lat: 37.908333, Lng: -97.133831), Route carried "on" structure: County highway 72, Year Built: 1959, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 845 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2037), Design Load: H 15, Features Intersected: UNNAMED WATERCOURSE, Facility Carried by Structure: NW Butler Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 26.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8015, Location: 1.5W 8.1N OF BENTON (Lat: 37.914908, Lng: -97.133919), Route carried "on" structure: County highway 72, Year Built: 1959, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 845 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2037), Design Load: H 15, Features Intersected: UNNAMED WATERCOURSE, Facility Carried by Structure: Butler Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8015, Location: 1.5W 8.1N OF BENTON (Lat: 37.914908, Lng: -97.133919), Route carried "on" structure: County highway 72, Year Built: 1959, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 845 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2037), Design Load: H 15, Features Intersected: UNNAMED WATERCOURSE, Facility Carried by Structure: Butler Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8104, Location: 0.1E OF WHITEWATER (Lat: 37.963758, Lng: -97.143122), Route carried "on" structure: County highway 1014, Year Built: 1969, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 395 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 450 (year 2037), Design Load: H 15, Features Intersected: UNNAMED WATERCOURSE, Facility Carried by Structure: SE 167th E Central
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.2 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: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8104, Location: 0.1E OF WHITEWATER (Lat: 37.963758, Lng: -97.143122), Route carried "on" structure: County highway 1014, Year Built: 1969, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 395 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 450 (year 2037), Design Load: H 15, Features Intersected: UNNAMED WATERCOURSE, Facility Carried by Structure: SE 167th E Central
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.2 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: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40035, Location: 6.0E 4.6S OF NEWTON (Lat: 37.975278, Lng: -97.207778), Route carried "on" structure: County highway 309, Year Built: 1947, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 125 (year 2006), Average Future Daily Traffic: 145 (year 2042), Design Load: H 15, Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000
Structure Number: 40035, Location: 6.0E 4.6S OF NEWTON (Lat: 37.975278, Lng: -97.207778), Route carried "on" structure: County highway 309, Year Built: 1947, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 125 (year 2006), Average Future Daily Traffic: 145 (year 2042), Design Load: H 15, Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000
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Structure Number: 80841005824, Location: 1.0S OF WHITEWATER (Lat: 37.950347, Lng: -97.152403), Route carried "on" structure: County highway , Year Built: 1911, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1 (year 2020), Average Future Daily Traffic: 1 (year 2037), Design Load: H 20, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: NW County Line Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $19,000, Total Project Cost: $350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 80841005824, Location: 1.0S OF WHITEWATER (Lat: 37.950347, Lng: -97.152403), Route carried "on" structure: County highway , Year Built: 1911, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1 (year 2020), Average Future Daily Traffic: 1 (year 2037), Design Load: H 20, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: NW County Line Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $19,000, Total Project Cost: $350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 8084120584, Location: 1.5S OF WHITEWATER (Lat: 37.941803, Lng: -97.148683), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2037), Design Load: HS 20, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: NW 80th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8084120584, Location: 1.5S OF WHITEWATER (Lat: 37.941803, Lng: -97.148683), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2037), Design Load: HS 20, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: NW 80th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8084170588, Location: 3.5S 0.7E OF WHITEWATER (Lat: 37.912714, Lng: -97.138975), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 70 (year 2037), Design Load: H 20, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: NW 60th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8084170588, Location: 3.5S 0.7E OF WHITEWATER (Lat: 37.912714, Lng: -97.138975), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 70 (year 2037), Design Load: H 20, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: NW 60th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8084190588, Location: 3.5S 1.0E OF WHITEWATER (Lat: 37.912731, Lng: -97.134342), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 70 (year 2037), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: NW 60th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 8084190588, Location: 3.5S 1.0E OF WHITEWATER (Lat: 37.912731, Lng: -97.134342), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 70 (year 2037), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: NW 60th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 8084310584, Location: 1.0S 1.0E OF WHITEWATER (Lat: 37.941850, Lng: -97.134131), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2037), Design Load: H 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: NW 80th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 8084310584, Location: 1.0S 1.0E OF WHITEWATER (Lat: 37.941850, Lng: -97.134131), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2037), Design Load: H 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: NW 80th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 8084520576, Location: 2.0E 2.5N OF WHITEWATER (Lat: 38.000069, Lng: -97.111414), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2037), Design Load: H 20, Features Intersected: DRY CREEK, Facility Carried by Structure: NW 120th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 8084520576, Location: 2.0E 2.5N OF WHITEWATER (Lat: 38.000069, Lng: -97.111414), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2037), Design Load: H 20, Features Intersected: DRY CREEK, Facility Carried by Structure: NW 120th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 8084730576, Location: 2.8E 2.5N OF WHITEWATER (Lat: 37.999897, Lng: -97.092969), Route carried "on" structure: County highway 836, Year Built: 1960, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2037), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: NW 120th Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 8084730576, Location: 2.8E 2.5N OF WHITEWATER (Lat: 37.999897, Lng: -97.092969), Route carried "on" structure: County highway 836, Year Built: 1960, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2037), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: NW 120th Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 808475058, Location: 3.0E 0.5N OF WHITEWATER (Lat: 37.970878, Lng: -97.089194), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2036), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: NW 100 Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 808475058, Location: 3.0E 0.5N OF WHITEWATER (Lat: 37.970878, Lng: -97.089194), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2036), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: NW 100 Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 8084790582, Location: 3.4E 0.5S OF WHITEWATER (Lat: 37.956269, Lng: -97.080433), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2036), Features Intersected: DRY CREEK, Facility Carried by Structure: NW 90 Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8084790582, Location: 3.4E 0.5S OF WHITEWATER (Lat: 37.956269, Lng: -97.080433), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2036), Features Intersected: DRY CREEK, Facility Carried by Structure: NW 90 Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4008351058, Location: 1.0N 2.9W OF WHITEWATER (Lat: 37.971944, Lng: -97.207222), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 35 (year 2006), Average Future Daily Traffic: 41 (year 2042), Design Load: H 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: SE 60th St
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $3,000, Total Project Cost: $5,000
Structure Number: 4008351058, Location: 1.0N 2.9W OF WHITEWATER (Lat: 37.971944, Lng: -97.207222), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 35 (year 2006), Average Future Daily Traffic: 41 (year 2042), Design Load: H 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: SE 60th St
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $3,000, Total Project Cost: $5,000
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Structure Number: 400837005747, Location: 2.0W 3.3N OF WHITEWATER (Lat: 38.006111, Lng: -97.190000), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: WEST WHITEWATER CREEK, Facility Carried by Structure: S Grace Hill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: April 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 400837005747, Location: 2.0W 3.3N OF WHITEWATER (Lat: 38.006111, Lng: -97.190000), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: WEST WHITEWATER CREEK, Facility Carried by Structure: S Grace Hill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: April 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 400837005823, Location: 2.0W 0.3S OF WHITEWATER (Lat: 37.950833, Lng: -97.189444), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: GYPSUM GREEK, Facility Carried by Structure: 29-C.7 LOCAL
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 400837005823, Location: 2.0W 0.3S OF WHITEWATER (Lat: 37.950833, Lng: -97.189444), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: GYPSUM GREEK, Facility Carried by Structure: 29-C.7 LOCAL
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40083710576, Location: 3.5S 8.6E OF NEWTON (Lat: 38.000000, Lng: -97.189167), Route carried "on" structure: County highway 4008, Year Built: 1956, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 75 (year 2006), Average Future Daily Traffic: 82 (year 2042), Design Load: H 15, Features Intersected: WEST WHITEWATER CREEK, Facility Carried by Structure: G-29.1 MINOR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $33,000, Total Project Cost: $550,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40083710576, Location: 3.5S 8.6E OF NEWTON (Lat: 38.000000, Lng: -97.189167), Route carried "on" structure: County highway 4008, Year Built: 1956, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 75 (year 2006), Average Future Daily Traffic: 82 (year 2042), Design Load: H 15, Features Intersected: WEST WHITEWATER CREEK, Facility Carried by Structure: G-29.1 MINOR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $33,000, Total Project Cost: $550,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 400839005768, Location: 1.0W 2.2N OF WHITEWATER (Lat: 37.988889, Lng: -97.171111), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: WEST WHITEWATER CREEK, Facility Carried by Structure: S Harvest Hill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 400839005768, Location: 1.0W 2.2N OF WHITEWATER (Lat: 37.988889, Lng: -97.171111), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: WEST WHITEWATER CREEK, Facility Carried by Structure: S Harvest Hill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 400839005829, Location: 1.0W 0.9S OF WHITEWATER (Lat: 37.941944, Lng: -97.171111), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: S Harvest Hill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 400839005829, Location: 1.0W 0.9S OF WHITEWATER (Lat: 37.941944, Lng: -97.171111), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: S Harvest Hill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 40083910584, Location: 7.5S 9.5E OF NEWTON (Lat: 37.941389, Lng: -97.169722), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 30 (year 2042), Design Load: H 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: S Harvest Hill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 40083910584, Location: 7.5S 9.5E OF NEWTON (Lat: 37.941389, Lng: -97.169722), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 30 (year 2042), Design Load: H 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: S Harvest Hill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 40083930578, Location: 2.2E 1.0N OF ANNELLY (Lat: 37.985278, Lng: -97.165278), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 35 (year 2042), Features Intersected: TRIB. EAST WHITEWATER CR, Facility Carried by Structure: F-30.3 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $24,000, Total Project Cost: $290,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40083930578, Location: 2.2E 1.0N OF ANNELLY (Lat: 37.985278, Lng: -97.165278), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 35 (year 2042), Features Intersected: TRIB. EAST WHITEWATER CR, Facility Carried by Structure: F-30.3 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $24,000, Total Project Cost: $290,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4008396058, Location: 2.5E OF ANNELLY (Lat: 37.970833, Lng: -97.159167), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 35 (year 2042), Features Intersected: EAST WHITEWATER CREEK, Facility Carried by Structure: E-30.6 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $40,000, Total Project Cost: $380,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4008396058, Location: 2.5E OF ANNELLY (Lat: 37.970833, Lng: -97.159167), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 35 (year 2042), Features Intersected: EAST WHITEWATER CREEK, Facility Carried by Structure: E-30.6 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $40,000, Total Project Cost: $380,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4008397058, Location: 2.6E OF ANNELLY (Lat: 37.971111, Lng: -97.156944), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2042), Features Intersected: EAST WHITEWATER CREEK, Facility Carried by Structure: E-30.7 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 10.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $33,000, Total Project Cost: $430,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 4008397058, Location: 2.6E OF ANNELLY (Lat: 37.971111, Lng: -97.156944), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2042), Features Intersected: EAST WHITEWATER CREEK, Facility Carried by Structure: E-30.7 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 10.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $33,000, Total Project Cost: $430,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 40083980576, Location: 3.0N 0.2W OF WHITEWATER (Lat: 38.000278, Lng: -97.157500), Route carried "on" structure: County highway 4008, Year Built: 1956, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 75 (year 2006), Average Future Daily Traffic: 88 (year 2042), Design Load: H 15, Features Intersected: EAST WHITEWATER CREEK, Facility Carried by Structure: G-30.8 MINOR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $20,000, Total Project Cost: $350,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40083980576, Location: 3.0N 0.2W OF WHITEWATER (Lat: 38.000278, Lng: -97.157500), Route carried "on" structure: County highway 4008, Year Built: 1956, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 75 (year 2006), Average Future Daily Traffic: 88 (year 2042), Design Load: H 15, Features Intersected: EAST WHITEWATER CREEK, Facility Carried by Structure: G-30.8 MINOR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $20,000, Total Project Cost: $350,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40083980578, Location: 2.5E 1.0N OF ANNELLY (Lat: 37.985556, Lng: -97.158611), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 35 (year 2042), Features Intersected: EAST WHITEWATER CREEK, Facility Carried by Structure: F-30.8 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $24,000, Total Project Cost: $335,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 40083980578, Location: 2.5E 1.0N OF ANNELLY (Lat: 37.985556, Lng: -97.158611), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 35 (year 2042), Features Intersected: EAST WHITEWATER CREEK, Facility Carried by Structure: F-30.8 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $24,000, Total Project Cost: $335,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 999919600080561, Location: 1.20 MI SE OF HARVEY CL (Lat: 37.956111, Lng: -97.130556), Route carried "on" structure: State highway 196, Year Built: 1949, Year Reconstructed: 1966, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,725 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,906 (year 2041), Design Load: H 20, Features Intersected: W BR WHITEWATER RIV
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999919600080561, Location: 1.20 MI SE OF HARVEY CL (Lat: 37.956111, Lng: -97.130556), Route carried "on" structure: State highway 196, Year Built: 1949, Year Reconstructed: 1966, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,725 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,906 (year 2041), Design Load: H 20, Features Intersected: W BR WHITEWATER RIV
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999919600400881, Location: HARVEY/BUTLER COLN (Lat: 37.956389, Lng: -97.152500), Route carried "on" structure: State highway 196, Year Built: 2002, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 2,306 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,548 (year 2041), Design Load: HS 25 or greater, Features Intersected: W BR WHITEWATER RIV
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.575, 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: 20.0m (65.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Better than present minimum criteria, Length Of Structure Improvement: 16.65m (54.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999919600400881, Location: HARVEY/BUTLER COLN (Lat: 37.956389, Lng: -97.152500), Route carried "on" structure: State highway 196, Year Built: 2002, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 2,306 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,548 (year 2041), Design Load: HS 25 or greater, Features Intersected: W BR WHITEWATER RIV
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.575, 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: 20.0m (65.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Better than present minimum criteria, Length Of Structure Improvement: 16.65m (54.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999919600401021, Location: 7.41 MI E I-135 (Lat: 37.955556, Lng: -97.191944), Route carried "on" structure: State highway 196, Year Built: 2002, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 2,306 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,548 (year 2041), Design Load: HS 25 or greater, Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.110, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.02m (49.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999919600401021, Location: 7.41 MI E I-135 (Lat: 37.955556, Lng: -97.191944), Route carried "on" structure: State highway 196, Year Built: 2002, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 2,306 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,548 (year 2041), Design Load: HS 25 or greater, Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.110, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.02m (49.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing