Bridge Statistics for Assaria, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 331ft / 101mTotal length
- $1,995,000Total costs
- 61,059Total average daily traffic
- 13,763Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Assaria
- No street view available for this location
- New bridges - historical statistics
- 31940-1949
- 11950-1959
- 121960-1969
- 21970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 55.6%Good
- 16.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 50.0%Good
- 16.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 38.9%Very good
- 38.9%Good
- 22.2%Satisfactory
- Bridge Condition - Channel
- 35.3%Very good
- 35.3%Good
- 29.4%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
Find on map >> Show street view
Structure Number: 85055, Location: 1.0E OF ASSARIA (Lat: 38.681039, Lng: -97.584311), Route carried "on" structure: County highway 594, Year Built: 1976, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 127 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 108 (year 2043), Design Load: H 20, Features Intersected: SMOKY HILL RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.003, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 85055, Location: 1.0E OF ASSARIA (Lat: 38.681039, Lng: -97.584311), Route carried "on" structure: County highway 594, Year Built: 1976, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 127 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 108 (year 2043), Design Load: H 20, Features Intersected: SMOKY HILL RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.003, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 85077, Location: 0.1S OF BRIDGEPORT (Lat: 38.624589, Lng: -97.610428), Route carried "on" structure: County highway 1059, Year Built: 1960, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 164 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2043), Design Load: H 15, Features Intersected: SMOKY HILL RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.126, 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: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $50,000, Total Project Cost: $925,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 85077, Location: 0.1S OF BRIDGEPORT (Lat: 38.624589, Lng: -97.610428), Route carried "on" structure: County highway 1059, Year Built: 1960, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 164 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2043), Design Load: H 15, Features Intersected: SMOKY HILL RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.126, 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: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $50,000, Total Project Cost: $925,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 85079, Location: 1.2E OF BRIDGEPORT (Lat: 38.623539, Lng: -97.588847), Route carried "on" structure: County highway 1059, Year Built: 2000, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 80 (year 2019), Average Future Daily Traffic: 98 (year 2043), Design Load: HS 20, Features Intersected: PEWEE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85079, Location: 1.2E OF BRIDGEPORT (Lat: 38.623539, Lng: -97.588847), Route carried "on" structure: County highway 1059, Year Built: 2000, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 80 (year 2019), Average Future Daily Traffic: 98 (year 2043), Design Load: HS 20, Features Intersected: PEWEE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 85083, Location: 2.0S OF ASSARIA (Lat: 38.648658, Lng: -97.611764), Route carried "on" structure: County highway 1610, Year Built: 1941, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 8 (year 2017), Average Future Daily Traffic: 10 (year 2043), Design Load: H 10, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $7,000, Total Project Cost: $110,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 85083, Location: 2.0S OF ASSARIA (Lat: 38.648658, Lng: -97.611764), Route carried "on" structure: County highway 1610, Year Built: 1941, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 8 (year 2017), Average Future Daily Traffic: 10 (year 2043), Design Load: H 10, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $7,000, Total Project Cost: $110,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 85084, Location: 1.1S OF ASSARIA (Lat: 38.664947, Lng: -97.611894), Route carried "on" structure: County highway 1610, Year Built: 1941, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,309 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,597 (year 2043), Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 85084, Location: 1.1S OF ASSARIA (Lat: 38.664947, Lng: -97.611894), Route carried "on" structure: County highway 1610, Year Built: 1941, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,309 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,597 (year 2043), Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 85B56, Location: 2.5E OF ASSARIA (Lat: 38.681689, Lng: -97.554211), Route carried "on" structure: County highway 594, Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 83 (year 2020), Average Future Daily Traffic: 92 (year 2043), Design Load: HS 20+Mod, Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85B56, Location: 2.5E OF ASSARIA (Lat: 38.681689, Lng: -97.554211), Route carried "on" structure: County highway 594, Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 83 (year 2020), Average Future Daily Traffic: 92 (year 2043), Design Load: HS 20+Mod, Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 85078980486, Location: 1.8N OF BRIDGEPORT (Lat: 38.652511, Lng: -97.612394), Route carried "on" structure: County highway , Year Built: 1941, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4 (year 2020), Average Future Daily Traffic: 6 (year 2043), Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL 486-789.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 5.2m (17.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), 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, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 85078980486, Location: 1.8N OF BRIDGEPORT (Lat: 38.652511, Lng: -97.612394), Route carried "on" structure: County highway , Year Built: 1941, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4 (year 2020), Average Future Daily Traffic: 6 (year 2043), Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL 486-789.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 5.2m (17.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), 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, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 85078980488, Location: 0.6N OF BRIDGEPORT (Lat: 38.637931, Lng: -97.616389), Route carried "on" structure: County highway 8504, Year Built: 1998, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 47 (year 2019), Average Future Daily Traffic: 57 (year 2043), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: MINOR 488-789.8
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Febuary 2021, Other Special Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 85078980488, Location: 0.6N OF BRIDGEPORT (Lat: 38.637931, Lng: -97.616389), Route carried "on" structure: County highway 8504, Year Built: 1998, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 47 (year 2019), Average Future Daily Traffic: 57 (year 2043), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: MINOR 488-789.8
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Febuary 2021, Other Special Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Find on map >> Show street view
Structure Number: 85079330486, Location: 1.9S 0.8E OF ASSARIA (Lat: 38.652831, Lng: -97.588328), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 130 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 159 (year 2043), Design Load: H 15, Features Intersected: SMOKY HILL RIVER, Facility Carried by Structure: LOCAL 486-793.3
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $650,000, Roadway Improvement Cost: $150,000, Total Project Cost: $900,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 85079330486, Location: 1.9S 0.8E OF ASSARIA (Lat: 38.652831, Lng: -97.588328), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 130 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 159 (year 2043), Design Load: H 15, Features Intersected: SMOKY HILL RIVER, Facility Carried by Structure: LOCAL 486-793.3
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $650,000, Roadway Improvement Cost: $150,000, Total Project Cost: $900,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 85079360486, Location: 1.9S 1.3E OF ASSARIA (Lat: 38.652211, Lng: -97.580889), Route carried "on" structure: Other road 785, Year Built: 2016, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 140 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 216 (year 2043), Design Load: HL 93, Features Intersected: STREAM, Facility Carried by Structure: LOCAL 486-793.6
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85079360486, Location: 1.9S 1.3E OF ASSARIA (Lat: 38.652211, Lng: -97.580889), Route carried "on" structure: Other road 785, Year Built: 2016, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 140 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 216 (year 2043), Design Load: HL 93, Features Intersected: STREAM, Facility Carried by Structure: LOCAL 486-793.6
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999900400850101, Location: NJCT K4/I135 (Lat: 38.681389, Lng: -97.621667), Route carried "on" structure: State highway 4, Year Built: 1966, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,976 (year 2041), Design Load: H 15, Features Intersected: I135 HWY WL-EL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.072, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 8530004, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 21.65m (71.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999900400850101, Location: NJCT K4/I135 (Lat: 38.681389, Lng: -97.621667), Route carried "on" structure: State highway 4, Year Built: 1966, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,976 (year 2041), Design Load: H 15, Features Intersected: I135 HWY WL-EL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.072, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 8530004, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 21.65m (71.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999900400851081, Location: 0.03 MI E K104 (Lat: 38.710833, Lng: -97.611667), Route carried "on" structure: State highway 4, Year Built: 1958, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 1,375 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,613 (year 2041), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.715, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.55m (51.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999900400851081, Location: 0.03 MI E K104 (Lat: 38.710833, Lng: -97.611667), Route carried "on" structure: State highway 4, Year Built: 1958, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 1,375 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,613 (year 2041), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.715, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.55m (51.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999900400851441, Location: 2.24 MI E K104 (Lat: 38.711111, Lng: -97.570833), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 1,375 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,613 (year 2041), Design Load: HS 20, Features Intersected: SMOKY HILL RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.267, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 30.37m (99.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999900400851441, Location: 2.24 MI E K104 (Lat: 38.711111, Lng: -97.570833), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 1,375 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,613 (year 2041), Design Load: HS 20, Features Intersected: SMOKY HILL RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.267, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 30.37m (99.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999900400851461, Location: 1.76 MI NE NJCT I135 (Lat: 38.700000, Lng: -97.612778), Route carried "on" structure: State highway 4, Year Built: 1987, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 1,960 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: HS 20, Features Intersected: EAST DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.393, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 20.35m (66.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900400851461, Location: 1.76 MI NE NJCT I135 (Lat: 38.700000, Lng: -97.612778), Route carried "on" structure: State highway 4, Year Built: 1987, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 1,960 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: HS 20, Features Intersected: EAST DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.393, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 20.35m (66.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999900400851611, Location: 0.27 MI E NJCT I135 (Lat: 38.681389, Lng: -97.615833), Route carried "on" structure: State highway 4, Year Built: 2008, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,257 (year 2041), Design Load: HS 25 or greater, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.001, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.01m (49.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900400851611, Location: 0.27 MI E NJCT I135 (Lat: 38.681389, Lng: -97.615833), Route carried "on" structure: State highway 4, Year Built: 2008, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,257 (year 2041), Design Load: HS 25 or greater, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.001, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.01m (49.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999913500850051, Location: 0.69 MI N SJCT US81, SB (Lat: 38.632222, Lng: -97.621389), Route carried "on" structure: Interstate 135, Year Built: 1966, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11,800 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.593, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.19m (43.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999913500850051, Location: 0.69 MI N SJCT US81, SB (Lat: 38.632222, Lng: -97.621389), Route carried "on" structure: Interstate 135, Year Built: 1966, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11,800 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.593, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.19m (43.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999913500850061, Location: 0.70 MI N SJCT US81, NB (Lat: 38.632222, Lng: -97.621111), Route carried "on" structure: Interstate 135, Year Built: 1966, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11,800 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.19m (43.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999913500850061, Location: 0.70 MI N SJCT US81, NB (Lat: 38.632222, Lng: -97.621111), Route carried "on" structure: Interstate 135, Year Built: 1966, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11,800 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.19m (43.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999913500850071, Location: 1.09 MI N SJCT US81 (Lat: 38.637778, Lng: -97.621389), Route carried "on" structure: County highway 8504, Year Built: 1966, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 29 (year 2020), Average Future Daily Traffic: 11,661 (year 2041), Design Load: H 15, Features Intersected: I135 HWY NB/SB, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.392, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 21.65m (71.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999913500850071, Location: 1.09 MI N SJCT US81 (Lat: 38.637778, Lng: -97.621389), Route carried "on" structure: County highway 8504, Year Built: 1966, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 29 (year 2020), Average Future Daily Traffic: 11,661 (year 2041), Design Load: H 15, Features Intersected: I135 HWY NB/SB, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.392, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 21.65m (71.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 999913500850081, Location: 3.10 MI N SJCT US81 (Lat: 38.666944, Lng: -97.621389), Route carried "on" structure: ServiceCounty highway 464, Year Built: 1966, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 39 (year 2020), Average Future Daily Traffic: 11,661 (year 2041), Design Load: H 15, Features Intersected: I135 HWY WL-EL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.159, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 21.65m (71.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999913500850081, Location: 3.10 MI N SJCT US81 (Lat: 38.666944, Lng: -97.621389), Route carried "on" structure: ServiceCounty highway 464, Year Built: 1966, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 39 (year 2020), Average Future Daily Traffic: 11,661 (year 2041), Design Load: H 15, Features Intersected: I135 HWY WL-EL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.159, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 21.65m (71.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 999913500850091, Location: 3.57 MI N SJCT US81 (Lat: 38.673889, Lng: -97.621667), Route carried "on" structure: Interstate 135, Year Built: 1966, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11,800 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRY CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.221, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 42.8m (140.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.53m (18.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999913500850091, Location: 3.57 MI N SJCT US81 (Lat: 38.673889, Lng: -97.621667), Route carried "on" structure: Interstate 135, Year Built: 1966, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11,800 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRY CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.221, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 42.8m (140.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.53m (18.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 999913500850111, Location: 2.00 MI N NJCT K4 (Lat: 38.710556, Lng: -97.621667), Route carried "on" structure: ServiceCounty highway 726, Year Built: 1966, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 39 (year 2020), Average Future Daily Traffic: 11,976 (year 2041), Design Load: H 15, Features Intersected: I135HWY WL-EL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.752, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 21.65m (71.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999913500850111, Location: 2.00 MI N NJCT K4 (Lat: 38.710556, Lng: -97.621667), Route carried "on" structure: ServiceCounty highway 726, Year Built: 1966, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 39 (year 2020), Average Future Daily Traffic: 11,976 (year 2041), Design Load: H 15, Features Intersected: I135HWY WL-EL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.752, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 21.65m (71.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999900400850101, Location: NJCT K4/I135 (Lat: 38.681389, Lng: -97.621667), Route carried "under" structure: Interstate 135, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,690 (year 2020), Truck Traffic: 25%, Features Intersected: I135 HWY WL-EL, Facility Carried by Structure: RS0594 LT, K4 RT
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 8.069, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 999900400850101, Location: NJCT K4/I135 (Lat: 38.681389, Lng: -97.621667), Route carried "under" structure: Interstate 135, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,690 (year 2020), Truck Traffic: 25%, Features Intersected: I135 HWY WL-EL, Facility Carried by Structure: RS0594 LT, K4 RT
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 8.069, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Find on map >> Show street view
Structure Number: 999913500850071, Location: 1.09 MI N SJCT US81 (Lat: 38.637778, Lng: -97.621389), Route carried "under" structure: Interstate 135, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Features Intersected: I135 HWY NB/SB, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 3.227, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 999913500850071, Location: 1.09 MI N SJCT US81 (Lat: 38.637778, Lng: -97.621389), Route carried "under" structure: Interstate 135, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Features Intersected: I135 HWY NB/SB, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 3.227, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Find on map >> Show street view
Structure Number: 999913500850081, Location: 3.10 MI N SJCT US81 (Lat: 38.666944, Lng: -97.621389), Route carried "under" structure: Interstate 135, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Features Intersected: I135 HWY WL-EL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 6.452, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 999913500850081, Location: 3.10 MI N SJCT US81 (Lat: 38.666944, Lng: -97.621389), Route carried "under" structure: Interstate 135, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,488 (year 2020), Truck Traffic: 25%, Features Intersected: I135 HWY WL-EL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 6.452, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Find on map >> Show street view
Structure Number: 999913500850111, Location: 2.00 MI N NJCT K4 (Lat: 38.710556, Lng: -97.621667), Route carried "under" structure: Interstate 135, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,690 (year 2020), Truck Traffic: 25%, Features Intersected: I135HWY WL-EL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 11.282, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 999913500850111, Location: 2.00 MI N NJCT K4 (Lat: 38.710556, Lng: -97.621667), Route carried "under" structure: Interstate 135, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,690 (year 2020), Truck Traffic: 25%, Features Intersected: I135HWY WL-EL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 11.282, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)