Bridge Statistics for Burrton, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 82ft / 25.0mTotal length
- $288,000Total costs
- 17,200Total average daily traffic
- 3,976Total average daily truck traffic
- 21,671Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Burrton
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 11950-1959
- 31960-1969
- 11970-1979
- 11980-1989
- 12010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Fair
- Bridge Condition - Channel
- 30.0%Very good
- 70.0%Satisfactory
- Bridge Condition - Culverts
- 12.5%Very good
- 62.5%Good
- 12.5%Satisfactory
- 12.5%Fair
Find on map >> Show street view
Structure Number: 40012, Location: 1.8S OF BURRTON (Lat: 38.002500, Lng: -97.665556), Route carried "on" structure: County highway 305, Year Built: 1949, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 570 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 665 (year 2042), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 20.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.2 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: 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $13,000, Total Project Cost: $170,000
Structure Number: 40012, Location: 1.8S OF BURRTON (Lat: 38.002500, Lng: -97.665556), Route carried "on" structure: County highway 305, Year Built: 1949, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 570 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 665 (year 2042), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 20.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.2 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: 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $13,000, Total Project Cost: $170,000
Find on map >> Show street view
Structure Number: 40013, Location: 1.3S OF BURRTON (Lat: 38.009444, Lng: -97.665556), Route carried "on" structure: County highway 305, Year Built: 1949, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 675 (year 2006), Average Future Daily Traffic: 790 (year 2042), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 18.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $12,000, Total Project Cost: $105,000
Structure Number: 40013, Location: 1.3S OF BURRTON (Lat: 38.009444, Lng: -97.665556), Route carried "on" structure: County highway 305, Year Built: 1949, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 675 (year 2006), Average Future Daily Traffic: 790 (year 2042), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 18.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $12,000, Total Project Cost: $105,000
Find on map >> Show street view
Structure Number: 40049, Location: 1.0S 0.45E OF BURRTON (Lat: 37.999722, Lng: -97.657222), Route carried "on" structure: County highway 753, Year Built: 1939, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2042), Features Intersected: KISIWA CREEK, Facility Carried by Structure: SW 36th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $7,000
Structure Number: 40049, Location: 1.0S 0.45E OF BURRTON (Lat: 37.999722, Lng: -97.657222), Route carried "on" structure: County highway 753, Year Built: 1939, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2042), Features Intersected: KISIWA CREEK, Facility Carried by Structure: SW 36th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $7,000
Find on map >> Show street view
Structure Number: 4005, Location: 4.9W OF HALSTEAD (Lat: 37.999444, Lng: -97.609167), Route carried "on" structure: County highway 753, Year Built: 1936, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 375 (year 2006), Average Future Daily Traffic: 440 (year 2042), Design Load: H 15, Features Intersected: N. BRANCH KISIWA CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 4005, Location: 4.9W OF HALSTEAD (Lat: 37.999444, Lng: -97.609167), Route carried "on" structure: County highway 753, Year Built: 1936, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 375 (year 2006), Average Future Daily Traffic: 440 (year 2042), Design Load: H 15, Features Intersected: N. BRANCH KISIWA CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Find on map >> Show street view
Structure Number: 4007876058, Location: 3.5S 1.5E OF BURRTON (Lat: 37.970556, Lng: -97.635278), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 35 (year 2042), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY TO KISIWA CK., Facility Carried by Structure: E-4.6 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4007876058, Location: 3.5S 1.5E OF BURRTON (Lat: 37.970556, Lng: -97.635278), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 35 (year 2042), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY TO KISIWA CK., Facility Carried by Structure: E-4.6 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 400789005783, Location: 2.0E 3.3S OF BURRTON (Lat: 37.981111, Lng: -97.628611), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 30 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 35 (year 2042), Features Intersected: KISIWA CREEK, Facility Carried by Structure: S Sandhill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.3 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: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 400789005783, Location: 2.0E 3.3S OF BURRTON (Lat: 37.981111, Lng: -97.628611), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 30 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 35 (year 2042), Features Intersected: KISIWA CREEK, Facility Carried by Structure: S Sandhill Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.3 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: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 400791005748, Location: 3.0E 1.8S OF BURRTON (Lat: 38.002500, Lng: -97.610278), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: NORTH BRANCH KISIWA CK., Facility Carried by Structure: 6-G.2 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 400791005748, Location: 3.0E 1.8S OF BURRTON (Lat: 38.002500, Lng: -97.610278), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 23 (year 2042), Design Load: H 20, Features Intersected: NORTH BRANCH KISIWA CK., Facility Carried by Structure: 6-G.2 LOCAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 780779005747, Location: 3.0E 6.8N OF HAVEN (Lat: 38.003708, Lng: -97.720347), Route carried "on" structure: County highway 7835, Year Built: 1953, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 87 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 105 (year 2040), Design Load: H 15, Features Intersected: KISIWA CREEK, Facility Carried by Structure: WORTHINGTON.19.30
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 780779005747, Location: 3.0E 6.8N OF HAVEN (Lat: 38.003708, Lng: -97.720347), Route carried "on" structure: County highway 7835, Year Built: 1953, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 87 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 105 (year 2040), Design Load: H 15, Features Intersected: KISIWA CREEK, Facility Carried by Structure: WORTHINGTON.19.30
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 999905000401081, Location: 2.68 MI E RENO COLN (Lat: 38.028611, Lng: -97.653056), Route carried "on" structure: US 50, Year Built: 2015, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 4,563 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 5,568 (year 2041), Design Load: HL 93, Features Intersected: N BRANCH KISIWA CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.286, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 41.3m (135.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999905000401081, Location: 2.68 MI E RENO COLN (Lat: 38.028611, Lng: -97.653056), Route carried "on" structure: US 50, Year Built: 2015, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 4,563 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 5,568 (year 2041), Design Load: HL 93, Features Intersected: N BRANCH KISIWA CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.286, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 41.3m (135.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999905000780231, Location: 10.33 MI E EJCT K61 (Lat: 38.028889, Lng: -97.713889), Route carried "on" structure: US 50, Year Built: 1962, Status: Open, Structure Length: 13.57m (44.52ft), Average Daily Traffic: 5,275 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,830 (year 2041), Design Load: HS 20, Features Intersected: BNSF RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 69.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 44.53m (146.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999905000780231, Location: 10.33 MI E EJCT K61 (Lat: 38.028889, Lng: -97.713889), Route carried "on" structure: US 50, Year Built: 1962, Status: Open, Structure Length: 13.57m (44.52ft), Average Daily Traffic: 5,275 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,830 (year 2041), Design Load: HS 20, Features Intersected: BNSF RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 69.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 44.53m (146.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999905000780241, Location: 10.74 MI E EJCT K61 (Lat: 38.029444, Lng: -97.706389), Route carried "on" structure: US 50, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,275 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,830 (year 2041), Design Load: H 20, Features Intersected: KISIWA CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 70.486, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999905000780241, Location: 10.74 MI E EJCT K61 (Lat: 38.029444, Lng: -97.706389), Route carried "on" structure: US 50, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,275 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,830 (year 2041), Design Load: H 20, Features Intersected: KISIWA CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 70.486, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous