Bridge Statistics for Gypsum, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 148ft / 45.0mTotal length
- $1,248,000Total costs
- 5,061Total average daily traffic
- 522Total average daily truck traffic
- 6,084Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gypsum
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 31940-1949
- 21950-1959
- 21960-1969
- 11970-1979
- 61980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 20.0%Very good
- 46.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 6.7%Very good
- 40.0%Good
- 40.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 6.7%Very good
- 60.0%Good
- 20.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 61.9%Good
- 28.6%Satisfactory
- 9.5%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 85014, Location: 2.8S OF GYPSUM (Lat: 38.661947, Lng: -97.427553), Route carried "on" structure: County highway 304, Year Built: 1950, Year Reconstructed: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 290 (year 2043), Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.953, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85014, Location: 2.8S OF GYPSUM (Lat: 38.661947, Lng: -97.427553), Route carried "on" structure: County highway 304, Year Built: 1950, Year Reconstructed: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 290 (year 2043), Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.953, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85057, Location: 0.8N 1.0W OF GYPSUM (Lat: 38.723125, Lng: -97.445897), Route carried "on" structure: County highway 595, Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 815 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,014 (year 2043), Design Load: H 15, Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.368, 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)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000
Structure Number: 85057, Location: 0.8N 1.0W OF GYPSUM (Lat: 38.723125, Lng: -97.445897), Route carried "on" structure: County highway 595, Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 815 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,014 (year 2043), Design Load: H 15, Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.368, 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)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000
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Structure Number: 85058, Location: 1.5N 1.0W OF GYPSUM (Lat: 38.730056, Lng: -97.445836), Route carried "on" structure: County highway 595, Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 809 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2043), Design Load: H 15, Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Total Project Cost: $75,000
Structure Number: 85058, Location: 1.5N 1.0W OF GYPSUM (Lat: 38.730056, Lng: -97.445836), Route carried "on" structure: County highway 595, Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 809 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2043), Design Load: H 15, Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Total Project Cost: $75,000
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Structure Number: 85080560482, Location: 1.5S 2.4W OF GYPSUM (Lat: 38.681789, Lng: -97.472122), Route carried "on" structure: County highway 8536, Year Built: 1935, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 47 (year 2017), Average Future Daily Traffic: 57 (year 2043), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: MINOR 482-805.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $6,000, Total Project Cost: $93,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85080560482, Location: 1.5S 2.4W OF GYPSUM (Lat: 38.681789, Lng: -97.472122), Route carried "on" structure: County highway 8536, Year Built: 1935, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 47 (year 2017), Average Future Daily Traffic: 57 (year 2043), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: MINOR 482-805.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $6,000, Total Project Cost: $93,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 850807004804, Location: 0.9S 2.0W OF GYPSUM (Lat: 38.690489, Lng: -97.464461), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 66 (year 2019), Average Future Daily Traffic: 81 (year 2043), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL 807-480.4
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 850807004804, Location: 0.9S 2.0W OF GYPSUM (Lat: 38.690489, Lng: -97.464461), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 66 (year 2019), Average Future Daily Traffic: 81 (year 2043), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL 807-480.4
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8508072048, Location: 0.5S 1.8W OF GYPSUM (Lat: 38.696294, Lng: -97.460950), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2 (year 2017), Average Future Daily Traffic: 3 (year 2043), Features Intersected: STREAM, Facility Carried by Structure: LOCAL 480-807.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $2,000, Total Project Cost: $37,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8508072048, Location: 0.5S 1.8W OF GYPSUM (Lat: 38.696294, Lng: -97.460950), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2 (year 2017), Average Future Daily Traffic: 3 (year 2043), Features Intersected: STREAM, Facility Carried by Structure: LOCAL 480-807.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $2,000, Total Project Cost: $37,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 85080960486, Location: 3.5S 0.4W OF GYPSUM (Lat: 38.652683, Lng: -97.435461), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 36 (year 2020), Average Future Daily Traffic: 18 (year 2043), Features Intersected: STREAM, Facility Carried by Structure: LOCAL 486-809.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $15,000, Total Project Cost: $65,000
Structure Number: 85080960486, Location: 3.5S 0.4W OF GYPSUM (Lat: 38.652683, Lng: -97.435461), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 36 (year 2020), Average Future Daily Traffic: 18 (year 2043), Features Intersected: STREAM, Facility Carried by Structure: LOCAL 486-809.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $15,000, Total Project Cost: $65,000
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Structure Number: 8508098048, Location: 0.5S 0.2W OF GYPSUM (Lat: 38.696261, Lng: -97.431544), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 73 (year 2043), Features Intersected: STREAM, Facility Carried by Structure: LOCAL 480-809.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $25,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8508098048, Location: 0.5S 0.2W OF GYPSUM (Lat: 38.696261, Lng: -97.431544), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 73 (year 2043), Features Intersected: STREAM, Facility Carried by Structure: LOCAL 480-809.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $25,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 850811004764, Location: 0.7N OF GYPSUM (Lat: 38.718917, Lng: -97.427453), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 57 (year 2017), Average Future Daily Traffic: 70 (year 2043), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL 811-476.4
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), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 850811004764, Location: 0.7N OF GYPSUM (Lat: 38.718917, Lng: -97.427453), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 57 (year 2017), Average Future Daily Traffic: 70 (year 2043), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL 811-476.4
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), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85081120474, Location: 2.5N 0.2E OF GYPSUM (Lat: 38.739764, Lng: -97.424250), Route carried "on" structure: County highway , Year Built: 1927, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 58 (year 2017), Average Future Daily Traffic: 70 (year 2043), Features Intersected: GYPSUM CREEK, Facility Carried by Structure: LOCAL 474-811.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $100,000, Total Project Cost: $500,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85081120474, Location: 2.5N 0.2E OF GYPSUM (Lat: 38.739764, Lng: -97.424250), Route carried "on" structure: County highway , Year Built: 1927, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 58 (year 2017), Average Future Daily Traffic: 70 (year 2043), Features Intersected: GYPSUM CREEK, Facility Carried by Structure: LOCAL 474-811.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $100,000, Total Project Cost: $500,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85081130478, Location: 0.5N 0.3E OF GYPSUM (Lat: 38.710750, Lng: -97.421419), Route carried "on" structure: County highway 8536, Year Built: 1987, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 127 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 155 (year 2043), Design Load: H 15, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: MINOR 478-811.3
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85081130478, Location: 0.5N 0.3E OF GYPSUM (Lat: 38.710750, Lng: -97.421419), Route carried "on" structure: County highway 8536, Year Built: 1987, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 127 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 155 (year 2043), Design Load: H 15, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: MINOR 478-811.3
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 85081140482, Location: 1.5S 0.4E OF GYPSUM (Lat: 38.682011, Lng: -97.419892), Route carried "on" structure: County highway 8536, Year Built: 1935, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 39 (year 2020), Average Future Daily Traffic: 13 (year 2043), Features Intersected: GYPSUM CREEK, Facility Carried by Structure: MINOR 482-811.4
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $70,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85081140482, Location: 1.5S 0.4E OF GYPSUM (Lat: 38.682011, Lng: -97.419892), Route carried "on" structure: County highway 8536, Year Built: 1935, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 39 (year 2020), Average Future Daily Traffic: 13 (year 2043), Features Intersected: GYPSUM CREEK, Facility Carried by Structure: MINOR 482-811.4
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $70,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 850813004763, Location: 1.2N 1.0E OF GYPSUM (Lat: 38.721817, Lng: -97.408861), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 58 (year 2020), Average Future Daily Traffic: 62 (year 2043), Features Intersected: MCALLISTER CREEK, Facility Carried by Structure: LOCAL 813-476.3
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 850813004763, Location: 1.2N 1.0E OF GYPSUM (Lat: 38.721817, Lng: -97.408861), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 58 (year 2020), Average Future Daily Traffic: 62 (year 2043), Features Intersected: MCALLISTER CREEK, Facility Carried by Structure: LOCAL 813-476.3
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 850815004748, Location: 1.7N 2.0E OF GYPSUM (Lat: 38.727133, Lng: -97.390475), Route carried "on" structure: County highway , Year Built: 1972, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4 (year 2017), Average Future Daily Traffic: 5 (year 2043), Features Intersected: STREAM, Facility Carried by Structure: LOCAL 815-474.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 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: 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $48,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 850815004748, Location: 1.7N 2.0E OF GYPSUM (Lat: 38.727133, Lng: -97.390475), Route carried "on" structure: County highway , Year Built: 1972, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4 (year 2017), Average Future Daily Traffic: 5 (year 2043), Features Intersected: STREAM, Facility Carried by Structure: LOCAL 815-474.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 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: 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $48,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 850815004848, Location: 3.3S 2.0 E OF GYPSUM (Lat: 38.655794, Lng: -97.390417), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 36 (year 2020), Average Future Daily Traffic: 73 (year 2043), Design Load: HS 20+Mod, Features Intersected: HOBBS CREEK, Facility Carried by Structure: LOCAL 815-484.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 850815004848, Location: 3.3S 2.0 E OF GYPSUM (Lat: 38.655794, Lng: -97.390417), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 36 (year 2020), Average Future Daily Traffic: 73 (year 2043), Design Load: HS 20+Mod, Features Intersected: HOBBS CREEK, Facility Carried by Structure: LOCAL 815-484.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999900400211061, Location: .23 MI E SALINE CO LN (Lat: 38.681667, Lng: -97.367778), Route carried "on" structure: State highway 4, Year Built: 2007, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: HOBBS CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.07m (13.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900400211061, Location: .23 MI E SALINE CO LN (Lat: 38.681667, Lng: -97.367778), Route carried "on" structure: State highway 4, Year Built: 2007, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: HOBBS CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.07m (13.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999900400851131, Location: 1.17 MI SE 7TH(GYP),ENT N (Lat: 38.696389, Lng: -97.413889), Route carried "on" structure: ServiceOther road 1, Year Built: 1947, Status: Posted for load, Structure Length: 1.08m (3.54ft), Truck Traffic: 1%, Design Load: H 20, Features Intersected: GYPSUM CREEK DRAINAGE, Facility Carried by Structure: ENTRANCE LEFT
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.013, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 27.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 999900400851131, Location: 1.17 MI SE 7TH(GYP),ENT N (Lat: 38.696389, Lng: -97.413889), Route carried "on" structure: ServiceOther road 1, Year Built: 1947, Status: Posted for load, Structure Length: 1.08m (3.54ft), Truck Traffic: 1%, Design Load: H 20, Features Intersected: GYPSUM CREEK DRAINAGE, Facility Carried by Structure: ENTRANCE LEFT
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.013, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 27.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 999900400851401, Location: 0.56 MI SE 7TH ST(GYPSUM) (Lat: 38.696111, Lng: -97.425556), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: GYPSUM CREEK OVERFLOW
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.491, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900400851401, Location: 0.56 MI SE 7TH ST(GYPSUM) (Lat: 38.696111, Lng: -97.425556), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: GYPSUM CREEK OVERFLOW
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.491, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999900400851411, Location: 0.70 MI SE 7TH ST(GYPSUM) (Lat: 38.696111, Lng: -97.422778), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.719, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 17.05m (55.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900400851411, Location: 0.70 MI SE 7TH ST(GYPSUM) (Lat: 38.696111, Lng: -97.422778), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.719, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 17.05m (55.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999900400851421, Location: 2.11 MI SE 7TH ST(GYPSUM) (Lat: 38.686389, Lng: -97.408889), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: HOBBS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 32.951, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 14.29m (46.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900400851421, Location: 2.11 MI SE 7TH ST(GYPSUM) (Lat: 38.686389, Lng: -97.408889), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: HOBBS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 32.951, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 14.29m (46.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999900400851431, Location: 2.70 MI SE 7TH ST(GYPSUM) (Lat: 38.681111, Lng: -97.404167), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: HOBBS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.862, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 13.29m (43.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900400851431, Location: 2.70 MI SE 7TH ST(GYPSUM) (Lat: 38.681111, Lng: -97.404167), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 505 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 616 (year 2041), Design Load: HS 20, Features Intersected: HOBBS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.862, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 13.29m (43.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing