Bridge Statistics for Prairie View, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 79ft / 24.2mTotal length
- $696,000Total costs
- 3,825Total average daily traffic
- 1,114Total average daily truck traffic
- 4,915Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Prairie View
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 21950-1959
- 81960-1969
- 21970-1979
- 21990-1999
- Bridge Condition - Deck
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 41.7%Good
- 33.3%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 6.3%Very good
- 31.3%Good
- 43.8%Satisfactory
- 18.8%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 74011, Location: 0.5S OF PRAIRIE VIEW (Lat: 39.823028, Lng: -99.571375), Route carried "on" structure: County highway 530, Year Built: 1993, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 255 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74011, Location: 0.5S OF PRAIRIE VIEW (Lat: 39.823028, Lng: -99.571375), Route carried "on" structure: County highway 530, Year Built: 1993, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 255 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 74012, Location: 2.5N 2.0E OF PRAIRIE VIEW (Lat: 39.866917, Lng: -99.533958), Route carried "on" structure: County highway 531, Year Built: 1970, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 325 (year 2014), Truck Traffic: 30%, Average Future Daily Traffic: 330 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.150, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74012, Location: 2.5N 2.0E OF PRAIRIE VIEW (Lat: 39.866917, Lng: -99.533958), Route carried "on" structure: County highway 531, Year Built: 1970, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 325 (year 2014), Truck Traffic: 30%, Average Future Daily Traffic: 330 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.150, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 740579003205, Location: 1.5N 2.0W OF PRAIRIE VIEW (Lat: 39.849722, Lng: -99.609167), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 30 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. 1500 RD (11)
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: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: November 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 740579003205, Location: 1.5N 2.0W OF PRAIRIE VIEW (Lat: 39.849722, Lng: -99.609167), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 30 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. 1500 RD (11)
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: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: November 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 74057930322, Location: 1.0N 1.5W OF PRAIRIE VIEW (Lat: 39.842778, Lng: -99.602500), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 10 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. LIMESTONE (14)
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 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: 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: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $24,000, Total Project Cost: $180,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 74057930322, Location: 1.0N 1.5W OF PRAIRIE VIEW (Lat: 39.842778, Lng: -99.602500), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 10 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. LIMESTONE (14)
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 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: 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: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $24,000, Total Project Cost: $180,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 7405811032, Location: 2.0N 0.5W PRAIRIE VIEW (Lat: 39.857222, Lng: -99.588333), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2040), Features Intersected: TRIB. TO DEER CREEK, Facility Carried by Structure: W. KIOWA RD (22)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $15,000, Total Project Cost: $81,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 7405811032, Location: 2.0N 0.5W PRAIRIE VIEW (Lat: 39.857222, Lng: -99.588333), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2040), Features Intersected: TRIB. TO DEER CREEK, Facility Carried by Structure: W. KIOWA RD (22)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $15,000, Total Project Cost: $81,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 740583203263, Location: 1.5S OF PRAIRIE VIEW (Lat: 39.808056, Lng: -99.567778), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 40 (year 2040), Design Load: H 15, Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. PRAIRIE RD (31)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 740583203263, Location: 1.5S OF PRAIRIE VIEW (Lat: 39.808056, Lng: -99.567778), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 40 (year 2040), Design Load: H 15, Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. PRAIRIE RD (31)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 740585003245, Location: 0.6S 1.0E OF PRAIRIE VIEW (Lat: 39.819167, Lng: -99.552778), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: W. 1200 RD (34)
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: 14.7m (48.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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 2020, Other Special Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 740585003245, Location: 0.6S 1.0E OF PRAIRIE VIEW (Lat: 39.819167, Lng: -99.552778), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: W. 1200 RD (34)
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: 14.7m (48.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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 2020, Other Special Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74058520326, Location: 1.0S 1.0E OF PRAIRIE VIEW (Lat: 39.813889, Lng: -99.544444), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 15 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. NAVAJO RD (36)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 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: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $15,000, Total Project Cost: $95,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 74058520326, Location: 1.0S 1.0E OF PRAIRIE VIEW (Lat: 39.813889, Lng: -99.544444), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 15 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. NAVAJO RD (36)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 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: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $15,000, Total Project Cost: $95,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 740587003249, Location: 1.0S 2.0E OF PRAIRIE VIEW (Lat: 39.814556, Lng: -99.533703), Route carried "on" structure: County highway 7410, Year Built: 1940, Status: Posted for load, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 70 (year 2040), Design Load: H 15, Features Intersected: DEER CREEK, Facility Carried by Structure: W. 1100 RD. (37)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 740587003249, Location: 1.0S 2.0E OF PRAIRIE VIEW (Lat: 39.814556, Lng: -99.533703), Route carried "on" structure: County highway 7410, Year Built: 1940, Status: Posted for load, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 70 (year 2040), Design Load: H 15, Features Intersected: DEER CREEK, Facility Carried by Structure: W. 1100 RD. (37)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7405872032, Location: 2.0N 2.0E OF PRAIRIE VIEW (Lat: 39.857500, Lng: -99.528889), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. KIOWA RD. (39)
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: 7.6m (24.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 15.0 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 corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: November 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 7405872032, Location: 2.0N 2.0E OF PRAIRIE VIEW (Lat: 39.857500, Lng: -99.528889), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. KIOWA RD. (39)
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: 7.6m (24.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 15.0 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 corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: November 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 74058760322, Location: 1.0N 2.5E OF PRAIRIE VIEW (Lat: 39.843056, Lng: -99.522222), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W LIMESTONE RD(42)
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: 10.1m (33.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $15,000, Total Project Cost: $130,000, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 74058760322, Location: 1.0N 2.5E OF PRAIRIE VIEW (Lat: 39.843056, Lng: -99.522222), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W LIMESTONE RD(42)
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: 10.1m (33.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $15,000, Total Project Cost: $130,000, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 7405877032, Location: 2.0N 2.5E OF PRAIRIE VIEW (Lat: 39.857500, Lng: -99.520833), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. KIOWA RD (44)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 7405877032, Location: 2.0N 2.5E OF PRAIRIE VIEW (Lat: 39.857500, Lng: -99.520833), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. KIOWA RD (44)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 740589003228, Location: 0.5N 3.0E OF PRAIRIE VIEW (Lat: 39.830833, Lng: -99.515556), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 15 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. 1000 Rd. (49)
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: 8.2m (26.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $28,000, Total Project Cost: $210,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 740589003228, Location: 0.5N 3.0E OF PRAIRIE VIEW (Lat: 39.830833, Lng: -99.515556), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 15 (year 2040), Features Intersected: TRIBUTARY TO DEER CREEK, Facility Carried by Structure: W. 1000 Rd. (49)
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: 8.2m (26.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $28,000, Total Project Cost: $210,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999903600740011, Location: 1.82MI E NORTON CO LINE (Lat: 39.828333, Lng: -99.592778), Route carried "on" structure: US 36, Year Built: 1961, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 995 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,340 (year 2041), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.931, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.85m (45.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999903600740011, Location: 1.82MI E NORTON CO LINE (Lat: 39.828333, Lng: -99.592778), Route carried "on" structure: US 36, Year Built: 1961, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 995 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,340 (year 2041), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.931, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.85m (45.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999903600740021, Location: 2.72MI E NORTON CO LINE (Lat: 39.828333, Lng: -99.575833), Route carried "on" structure: US 36, Year Built: 1961, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 995 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,340 (year 2041), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.384, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.85m (45.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999903600740021, Location: 2.72MI E NORTON CO LINE (Lat: 39.828333, Lng: -99.575833), Route carried "on" structure: US 36, Year Built: 1961, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 995 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,340 (year 2041), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.384, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.85m (45.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999903600740431, Location: 1.17 MI E-NTN CL 0LD ALIN (Lat: 39.828056, Lng: -99.605000), Route carried "on" structure: US 36, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 995 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,340 (year 2041), Design Load: H 15, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 999903600740431, Location: 1.17 MI E-NTN CL 0LD ALIN (Lat: 39.828056, Lng: -99.605000), Route carried "on" structure: US 36, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 995 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,340 (year 2041), Design Load: H 15, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel