Bridge Statistics for Overland Park, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 292Number of bridges
- 3,885ft / 1,184mTotal length
- $4,147,000Total costs
- 5,857,841Total average daily traffic
- 320,778Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Overland Park
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 81950-1959
- 551960-1969
- 301970-1979
- 291980-1989
- 571990-1999
- 492000-2009
- 542010-2019
- 82020-2022
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 21970-1979
- 101980-1989
- 61990-1999
- 122000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 17.8%Very good
- 66.9%Good
- 11.5%Satisfactory
- 3.8%Fair
- Bridge Condition - Superstructure
- 47.1%Very good
- 38.9%Good
- 12.7%Satisfactory
- 1.3%Fair
- 0.6%Poor
- Bridge Condition - Substructure
- 45.2%Very good
- 40.8%Good
- 12.1%Satisfactory
- 1.3%Fair
- 0.6%Poor
- Bridge Condition - Channel
- 33.2%Very good
- 46.2%Good
- 18.5%Satisfactory
- 2.2%Fair
- Bridge Condition - Culverts
- 19.4%Very good
- 63.4%Good
- 14.0%Satisfactory
- 2.2%Fair
- 1.1%Poor
Find on map >> Show street view
Structure Number: 421950462850175, Location: 1600' E OF US-69 (Lat: 38.942089, Lng: -94.661894), Route carried "on" structure: City street 2850, Year Built: 1978, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 13,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,600 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CK, Facility Carried by Structure: 103RD ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $105,000, Total Project Cost: $145,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 421950462850175, Location: 1600' E OF US-69 (Lat: 38.942089, Lng: -94.661894), Route carried "on" structure: City street 2850, Year Built: 1978, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 13,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,600 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CK, Facility Carried by Structure: 103RD ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $105,000, Total Project Cost: $145,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 421950462850177, Location: 200' W OF HORTON (Lat: 38.942133, Lng: -94.657242), Route carried "on" structure: City street 2850, Year Built: 1960, Year Reconstructed: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,200 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB, Facility Carried by Structure: 103RD ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 421950462850177, Location: 200' W OF HORTON (Lat: 38.942133, Lng: -94.657242), Route carried "on" structure: City street 2850, Year Built: 1960, Year Reconstructed: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,200 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB, Facility Carried by Structure: 103RD ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 421950462850182, Location: 0.2 MI E OF NALL AVE. (Lat: 38.942111, Lng: -94.645361), Route carried "on" structure: City street 2850, Year Built: 2016, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 11,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,300 (year 2040), Design Load: HL 93, Features Intersected: INDIAN CK TRIB NO 1, Facility Carried by Structure: 103RD ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 421950462850182, Location: 0.2 MI E OF NALL AVE. (Lat: 38.942111, Lng: -94.645361), Route carried "on" structure: City street 2850, Year Built: 2016, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 11,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,300 (year 2040), Design Load: HL 93, Features Intersected: INDIAN CK TRIB NO 1, Facility Carried by Structure: 103RD ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 421950462850503, Location: 300' WEST OF CONNELL (Lat: 38.942061, Lng: -94.696117), Route carried "on" structure: City street 2850, Year Built: 2015, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 13,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,300 (year 2040), Design Load: HL 93, Features Intersected: INDIAN CK TRIB NO 5, Facility Carried by Structure: 103RD ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 421950462850503, Location: 300' WEST OF CONNELL (Lat: 38.942061, Lng: -94.696117), Route carried "on" structure: City street 2850, Year Built: 2015, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 13,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,300 (year 2040), Design Load: HL 93, Features Intersected: INDIAN CK TRIB NO 5, Facility Carried by Structure: 103RD ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 421950462874055, Location: 300' W OF INDIAN CK PKW (Lat: 38.927414, Lng: -94.697069), Route carried "on" structure: City street 2874, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 21,800 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK, Facility Carried by Structure: COLLEGE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 43.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $600,000, Total Project Cost: $890,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 421950462874055, Location: 300' W OF INDIAN CK PKW (Lat: 38.927414, Lng: -94.697069), Route carried "on" structure: City street 2874, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 21,800 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK, Facility Carried by Structure: COLLEGE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 43.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $600,000, Total Project Cost: $890,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 42195046287406, Location: 300' E OF METCALF (Lat: 38.927514, Lng: -94.666800), Route carried "on" structure: City street 2874, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,900 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 20,300 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB NO 2, Facility Carried by Structure: COLLEGE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 42195046287406, Location: 300' E OF METCALF (Lat: 38.927514, Lng: -94.666800), Route carried "on" structure: City street 2874, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,900 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 20,300 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB NO 2, Facility Carried by Structure: COLLEGE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 421950462901106, Location: 800' N OF I-435 (Lat: 38.936544, Lng: -94.686258), Route carried "on" structure: City street 2901, Year Built: 2006, Status: Open, Structure Length: 6.38m (20.93ft), Average Daily Traffic: 20,900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: HL 93, Features Intersected: INDIAN CK, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 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: 47.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 421950462901106, Location: 800' N OF I-435 (Lat: 38.936544, Lng: -94.686258), Route carried "on" structure: City street 2901, Year Built: 2006, Status: Open, Structure Length: 6.38m (20.93ft), Average Daily Traffic: 20,900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: HL 93, Features Intersected: INDIAN CK, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 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: 47.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 42195046290111, Location: 600' S OF 104TH ST (Lat: 38.938369, Lng: -94.686242), Route carried "on" structure: City street 2901, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB NO 5, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 42195046290111, Location: 600' S OF 104TH ST (Lat: 38.938369, Lng: -94.686242), Route carried "on" structure: City street 2901, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB NO 5, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 42195046290124, Location: 900' S OF 95TH ST (Lat: 38.954283, Lng: -94.686272), Route carried "on" structure: City street 2901, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,400 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB NO 4, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.0m (6.6ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 42195046290124, Location: 900' S OF 95TH ST (Lat: 38.954283, Lng: -94.686272), Route carried "on" structure: City street 2901, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,400 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB NO 4, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.0m (6.6ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 42195046290126, Location: 300' N OF 78TH ST (Lat: 38.988339, Lng: -94.686378), Route carried "on" structure: City street 2901, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 20,400 (year 2040), Features Intersected: TURKEY CK TRIB, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 42195046290126, Location: 300' N OF 78TH ST (Lat: 38.988339, Lng: -94.686378), Route carried "on" structure: City street 2901, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 20,400 (year 2040), Features Intersected: TURKEY CK TRIB, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 42195046290128, Location: 1300' S. of 151st St. (Lat: 38.850764, Lng: -94.686378), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,200 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CREEK, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: October 2020
Structure Number: 42195046290128, Location: 1300' S. of 151st St. (Lat: 38.850764, Lng: -94.686378), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,200 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CREEK, Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 421950462901285, Location: 1300' S. of 159th St. (Lat: 38.836958, Lng: -94.686306), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 7,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: BIG BLUE RIVER TRIB., Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 11.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 421950462901285, Location: 1300' S. of 159th St. (Lat: 38.836958, Lng: -94.686306), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 7,300 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: BIG BLUE RIVER TRIB., Facility Carried by Structure: ANTIOCH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 11.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Find on map >> Show street view
Structure Number: 421950462925205, Location: 0.30 MI N OF 103RD ST. (Lat: 38.946314, Lng: -94.676894), Route carried "on" structure: City street 2925, Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB NO 4, Facility Carried by Structure: LOWELL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 421950462925205, Location: 0.30 MI N OF 103RD ST. (Lat: 38.946314, Lng: -94.676894), Route carried "on" structure: City street 2925, Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: H 20, Features Intersected: INDIAN CK TRIB NO 4, Facility Carried by Structure: LOWELL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 42195046295102, Location: 2500' N OF 135TH ST (Lat: 38.888533, Lng: -94.667786), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 29,400 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 35,300 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: METCALF AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 42195046295102, Location: 2500' N OF 135TH ST (Lat: 38.888533, Lng: -94.667786), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 29,400 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 35,300 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: METCALF AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 421950462951021, Location: 1000' S OF 151ST ST (Lat: 38.850586, Lng: -94.667847), Route carried "on" structure: City street 2951, Year Built: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 18,800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,600 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK, Facility Carried by Structure: METCALF AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: October 2020
Structure Number: 421950462951021, Location: 1000' S OF 151ST ST (Lat: 38.850586, Lng: -94.667847), Route carried "on" structure: City street 2951, Year Built: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 18,800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,600 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK, Facility Carried by Structure: METCALF AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 421950462951161, Location: 100' N OF 103RD ST (Lat: 38.942383, Lng: -94.667503), Route carried "on" structure: City street 2195, Year Built: 2008, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 40,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 48,400 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: METCALF AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 9, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 42.7m (140.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 421950462951161, Location: 100' N OF 103RD ST (Lat: 38.942383, Lng: -94.667503), Route carried "on" structure: City street 2195, Year Built: 2008, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 40,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 48,400 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: METCALF AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 9, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 42.7m (140.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 421950462964516, Location: 0.2 MI W OF SWITZER RD (Lat: 38.825425, Lng: -94.709289), Route carried "on" structure: City street 2964, Year Built: 2021, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,900 (year 2041), Design Load: HL 93, Features Intersected: COFFEE CREEK TRIB, Facility Carried by Structure: 167TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 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: 38.6 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 421950462964516, Location: 0.2 MI W OF SWITZER RD (Lat: 38.825425, Lng: -94.709289), Route carried "on" structure: City street 2964, Year Built: 2021, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,900 (year 2041), Design Load: HL 93, Features Intersected: COFFEE CREEK TRIB, Facility Carried by Structure: 167TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 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: 38.6 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 421950462964517, Location: 0.15 MI E OF QUIVIRA RD (Lat: 38.823192, Lng: -94.721181), Route carried "on" structure: City street 2964, Year Built: 2021, Status: Open, Structure Length: 15.96m (52.36ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2041), Design Load: HL 93, Features Intersected: COFFEE CREEK, Facility Carried by Structure: 167TH ST EB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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: 41.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 421950462964517, Location: 0.15 MI E OF QUIVIRA RD (Lat: 38.823192, Lng: -94.721181), Route carried "on" structure: City street 2964, Year Built: 2021, Status: Open, Structure Length: 15.96m (52.36ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2041), Design Load: HL 93, Features Intersected: COFFEE CREEK, Facility Carried by Structure: 167TH ST EB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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: 41.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 421950462964518, Location: 0.15 MI E OF QUIVIRA RD (Lat: 38.823328, Lng: -94.721094), Route carried "on" structure: City street 2964, Year Built: 2021, Status: Open, Structure Length: 15.96m (52.36ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2041), Design Load: HL 93, Features Intersected: COFFEE CREEK, Facility Carried by Structure: 167TH ST WB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 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: 40.2 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 421950462964518, Location: 0.15 MI E OF QUIVIRA RD (Lat: 38.823328, Lng: -94.721094), Route carried "on" structure: City street 2964, Year Built: 2021, Status: Open, Structure Length: 15.96m (52.36ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2041), Design Load: HL 93, Features Intersected: COFFEE CREEK, Facility Carried by Structure: 167TH ST WB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 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: 40.2 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 42195046300112, Location: 200' S OF INDIAN CK DR (Lat: 38.938889, Lng: -94.648939), Route carried "on" structure: City street 3001, Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 21,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 25,600 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CK, Facility Carried by Structure: NALL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $400,000, Total Project Cost: $490,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 42195046300112, Location: 200' S OF INDIAN CK DR (Lat: 38.938889, Lng: -94.648939), Route carried "on" structure: City street 3001, Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 21,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 25,600 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CK, Facility Carried by Structure: NALL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $400,000, Total Project Cost: $490,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 421950463001275, Location: 200' S OF 74TH ST (Lat: 38.994536, Lng: -94.649047), Route carried "on" structure: City street 3001, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,800 (year 2040), Design Load: H 20, Features Intersected: BRUSH CK TRIB, Facility Carried by Structure: NALL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 421950463001275, Location: 200' S OF 74TH ST (Lat: 38.994536, Lng: -94.649047), Route carried "on" structure: City street 3001, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,800 (year 2040), Design Load: H 20, Features Intersected: BRUSH CK TRIB, Facility Carried by Structure: NALL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 421950463025125, Location: 1200' N OF 107TH ST (Lat: 38.938272, Lng: -94.639656), Route carried "on" structure: City street 3025, Year Built: 1959, Year Reconstructed: 1978, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 18,100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 21,700 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CK, Facility Carried by Structure: ROE AVE.
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 421950463025125, Location: 1200' N OF 107TH ST (Lat: 38.938272, Lng: -94.639656), Route carried "on" structure: City street 3025, Year Built: 1959, Year Reconstructed: 1978, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 18,100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 21,700 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CK, Facility Carried by Structure: ROE AVE.
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 421950463025215, Location: 600' S OF 99TH ST (Lat: 38.947847, Lng: -94.639064), Route carried "on" structure: City street 3025, Year Built: 1959, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 12,200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,700 (year 2040), Design Load: H 15, Features Intersected: INDIAN CK TRIB NO 1, Facility Carried by Structure: ROE AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 27.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $100,000, Total Project Cost: $110,000 ( Estimate for 2020)
Structure Number: 421950463025215, Location: 600' S OF 99TH ST (Lat: 38.947847, Lng: -94.639064), Route carried "on" structure: City street 3025, Year Built: 1959, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 12,200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,700 (year 2040), Design Load: H 15, Features Intersected: INDIAN CK TRIB NO 1, Facility Carried by Structure: ROE AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 27.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $100,000, Total Project Cost: $110,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 42195046302523, Location: ROE & 97TH ST (Lat: 38.951742, Lng: -94.639075), Route carried "on" structure: City street 3025, Year Built: 1959, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,000 (year 2040), Features Intersected: INDIAN CK TRIB NO 1, Facility Carried by Structure: ROE AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $100,000, Total Project Cost: $120,000 ( Estimate for 2020)
Structure Number: 42195046302523, Location: ROE & 97TH ST (Lat: 38.951742, Lng: -94.639075), Route carried "on" structure: City street 3025, Year Built: 1959, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,000 (year 2040), Features Intersected: INDIAN CK TRIB NO 1, Facility Carried by Structure: ROE AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $100,000, Total Project Cost: $120,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 421950464291117, Location: 0.2 mi north of 103rd St. (Lat: 38.945019, Lng: -94.667508), Route carried "on" structure: City street 4261, Year Built: 1965, Year Reconstructed: 2008, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 40,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 48,400 (year 2040), Design Load: H 20, Features Intersected: INDIAN CREEK TRIB., Facility Carried by Structure: METCALF AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.5m (73.8ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2020
Structure Number: 421950464291117, Location: 0.2 mi north of 103rd St. (Lat: 38.945019, Lng: -94.667508), Route carried "on" structure: City street 4261, Year Built: 1965, Year Reconstructed: 2008, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 40,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 48,400 (year 2040), Design Load: H 20, Features Intersected: INDIAN CREEK TRIB., Facility Carried by Structure: METCALF AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.5m (73.8ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2020
Find on map >> Show street view
Structure Number: 521950460000002, Location: 170' W. OF NALL (Lat: 38.854644, Lng: -94.649719), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 17,400 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 20,900 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK TRIB, Facility Carried by Structure: 151ST ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: October 2020
Structure Number: 521950460000002, Location: 170' W. OF NALL (Lat: 38.854644, Lng: -94.649719), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 17,400 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 20,900 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK TRIB, Facility Carried by Structure: 151ST ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 521950460000003, Location: 500' S OF 151ST ST (Lat: 38.853700, Lng: -94.649178), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,800 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK TRIB, Facility Carried by Structure: NALL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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 2020
Structure Number: 521950460000003, Location: 500' S OF 151ST ST (Lat: 38.853700, Lng: -94.649178), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,800 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK TRIB, Facility Carried by Structure: NALL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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 2020
Find on map >> Show street view
Structure Number: 521950460000005, Location: 800' N. OF 141ST ST. (Lat: 38.875514, Lng: -94.723775), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 5,000 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: QUIVIRA RD. SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 521950460000005, Location: 800' N. OF 141ST ST. (Lat: 38.875514, Lng: -94.723775), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 5,000 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: QUIVIRA RD. SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 521950460000006, Location: 800' N. OF 141ST ST. (Lat: 38.875531, Lng: -94.723631), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 5,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: QUIVIRA RD. NB
Minimum Vertical Clearance: 10.00m (32.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 521950460000006, Location: 800' N. OF 141ST ST. (Lat: 38.875531, Lng: -94.723631), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 5,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: QUIVIRA RD. NB
Minimum Vertical Clearance: 10.00m (32.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 521950460000007, Location: 2000' E OF PFLUMM (Lat: 38.872569, Lng: -94.738642), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 141ST ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2020
Structure Number: 521950460000007, Location: 2000' E OF PFLUMM (Lat: 38.872569, Lng: -94.738642), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 141ST ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2020
Find on map >> Show street view
Structure Number: 521950460000008, Location: 600' E. OF SWITZER (Lat: 38.864192, Lng: -94.702744), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 145TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2020
Structure Number: 521950460000008, Location: 600' E. OF SWITZER (Lat: 38.864192, Lng: -94.702744), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 145TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2020
Find on map >> Show street view
Structure Number: 521950460000009, Location: 300' W. OF SWITZER (Lat: 38.861217, Lng: -94.705964), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 700 (year 2040), Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 148TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: October 2020
Structure Number: 521950460000009, Location: 300' W. OF SWITZER (Lat: 38.861217, Lng: -94.705964), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 700 (year 2040), Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 148TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 521950460000011, Location: 600' W. OF METCALF (Lat: 38.849047, Lng: -94.669931), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK, Facility Carried by Structure: 154TH TERRACE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: October 2020
Structure Number: 521950460000011, Location: 600' W. OF METCALF (Lat: 38.849047, Lng: -94.669931), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK, Facility Carried by Structure: 154TH TERRACE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Other Special Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 521950460000012, Location: 400' S. OF 153RD ST. (Lat: 38.849908, Lng: -94.660875), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK, Facility Carried by Structure: LAMAR AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 74.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2020, Other Special Inspection Date: October 2020
Structure Number: 521950460000012, Location: 400' S. OF 153RD ST. (Lat: 38.849908, Lng: -94.660875), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK, Facility Carried by Structure: LAMAR AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 74.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2020, Other Special Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 521950460000013, Location: 200' W OF SLATER (Lat: 38.873775, Lng: -94.688406), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 3,000 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 141ST ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 521950460000013, Location: 200' W OF SLATER (Lat: 38.873775, Lng: -94.688406), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 3,000 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 141ST ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 521950460000014, Location: 1500' S. OF 151ST ST. (Lat: 38.850478, Lng: -94.680392), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK, Facility Carried by Structure: LOWELL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2020, Other Special Inspection Date: October 2020
Structure Number: 521950460000014, Location: 1500' S. OF 151ST ST. (Lat: 38.850478, Lng: -94.680392), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: NEGRO CK, Facility Carried by Structure: LOWELL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2020, Other Special Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 521950460000015, Location: 700' N. OF 155TH ST. (Lat: 38.848828, Lng: -94.675769), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 900 (year 2040), Features Intersected: NEGRO CK, Facility Carried by Structure: ROBINSON ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.2m (7.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 72.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2020, Other Special Inspection Date: October 2020
Structure Number: 521950460000015, Location: 700' N. OF 155TH ST. (Lat: 38.848828, Lng: -94.675769), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 900 (year 2040), Features Intersected: NEGRO CK, Facility Carried by Structure: ROBINSON ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.2m (7.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 72.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2020, Other Special Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 521950460000016, Location: 2500' S OF 135TH ST (Lat: 38.877225, Lng: -94.686597), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 10,300 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,400 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: ANTIOCH RD. SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 521950460000016, Location: 2500' S OF 135TH ST (Lat: 38.877225, Lng: -94.686597), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 10,300 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,400 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: ANTIOCH RD. SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 521950460000017, Location: 2500' S OF 135TH ST (Lat: 38.877231, Lng: -94.686392), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 10,700 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,800 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: ANTIOCH RD. NB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 521950460000017, Location: 2500' S OF 135TH ST (Lat: 38.877231, Lng: -94.686392), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 10,700 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,800 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK, Facility Carried by Structure: ANTIOCH RD. NB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 521950460000018, Location: 1000' E. OF ANTIOCH (Lat: 38.887494, Lng: -94.683158), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 7,700 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 9,300 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 133RD ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 521950460000018, Location: 1000' E. OF ANTIOCH (Lat: 38.887494, Lng: -94.683158), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 7,700 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 9,300 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 133RD ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 521950460000019, Location: 200' S. OF 133RD ST. (Lat: 38.887242, Lng: -94.682244), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 7,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: HEMLOCK ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 521950460000019, Location: 200' S. OF 133RD ST. (Lat: 38.887242, Lng: -94.682244), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 7,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: HEMLOCK ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 521950460000024, Location: 900' S. OF 129TH ST. (Lat: 38.894747, Lng: -94.673964), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: FOSTER ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 521950460000024, Location: 900' S. OF 129TH ST. (Lat: 38.894747, Lng: -94.673964), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: FOSTER ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 521950460000025, Location: 800' W. OF METCALF (Lat: 38.892711, Lng: -94.670586), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 130TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 521950460000025, Location: 800' W. OF METCALF (Lat: 38.892711, Lng: -94.670586), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: TOMAHAWK CK TRIB, Facility Carried by Structure: 130TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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