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Bridge Statistics for McPherson, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: McPherson, KS, Kansas, Kansas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 24 Total length: 56 meters (184ft) Total costs: $1,159,000 Total average daily traffic: 73,372 Total average daily truck traffic: 5,260 Total future (year 2018) average daily traffic: 86,878 National Bridge Inventory (NBI) Registered Bridges for McPherson
Bridge Condition - Deck Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 417450594000527, Location: 1000 FT. W. OF HICKORY (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4000, Year Built: 1984, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,575 (year 1998), Average Future Daily Traffic: 1,575 (year 2018), Design Load: H 20, Features Intersected: BULL CREEK, Facility Carried by Structure: AVENUE A. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 41745059400053, Location: 700 FT. E. OF PARK AVE. (Lat: 38.363333, Lng: -97.655000), Route carried "on" structure: City street 4000, Year Built: 1986, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 1,575 (year 1998), Average Future Daily Traffic: 1,575 (year 2018), Design Load: HS 20, Features Intersected: DRY TURKEY CREEK, Facility Carried by Structure: AVENUE A. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 417450594002531, Location: 950 FT. E. OF PARK AVE. (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4002, Year Built: 1980, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 2,105 (year 1998), Average Future Daily Traffic: 2,105 (year 2018), Features Intersected: DRY TURKEY CREEK, Facility Carried by Structure: EUCLID S. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 417450594006522, Location: E. OF NORTH HIGH DRIVE (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4006, Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,101 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 4,101 (year 2018), Design Load: H 20, Features Intersected: TRIB. TO TURKEY CREEK, Facility Carried by Structure: FIRST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, 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), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $8,000, Total Project Cost: $119,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 417450594006533, Location: 750 FT. W. OF MAXWELL (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4006, Year Built: 1950, Year Reconstructed: 1979, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 3,090 (year 1998), Average Future Daily Traffic: 3,090 (year 2018), Design Load: H 20, Features Intersected: DRY TURKEY CREEK, Facility Carried by Structure: FIRST ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 417450594006534, Location: 200 FT. W. CENTENIAL DR. (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4006, Year Built: 1979, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 9,442 (year 1998), Average Future Daily Traffic: 9,442 (year 2018), Design Load: H 20, Features Intersected: TRIB. TO DRY TURKEY CK., Facility Carried by Structure: FIRST ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 417450594008539, Location: INTERSECTION (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4008, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,176 (year 1998), Average Future Daily Traffic: 2,176 (year 2018), Design Load: H 20, Features Intersected: TRIBUTARY, Facility Carried by Structure: NORTHHIGH & HULSE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 417450594008541, Location: 600' E. OF NORTH HIGH DR. (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4008, Year Built: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 676 (year 1998), Average Future Daily Traffic: 676 (year 2018), Design Load: H 20, Features Intersected: TRIBUTARY, Facility Carried by Structure: HULSE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 417450594010536, Location: 100' W. OF SONORA (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4010, Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,200 (year 1998), Average Future Daily Traffic: 2,200 (year 2018), Design Load: H 20, Features Intersected: TRIBUTARY, Facility Carried by Structure: NORTHVIEW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 417450594010537, Location: 200' E. OF 81 BYPASS (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4010, Year Built: 1977, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,828 (year 1998), Average Future Daily Traffic: 2,828 (year 2018), Design Load: H 20, Features Intersected: TRIBUTARY, Facility Carried by Structure: NORTHVIEW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 417450594013538, Location: N. OF FIRST STREET (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4013, Year Built: 1978, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 914 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 914 (year 2018), Design Load: H 20, Features Intersected: DRY TURKEY CREEK, Facility Carried by Structure: MAXWELL AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 417450594017789, Location: 700 FT. E. OF KANS. AVE. (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street 4017, Year Built: 1979, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 600 (year 1992), Average Future Daily Traffic: 600 (year 2018), Design Load: H 20, Features Intersected: TRIB. TO DRY TURKEY CK., Facility Carried by Structure: CENTENNIAL DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 517450590000535, Location: EAST MCPHERSON (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 800 (year 1998), Average Future Daily Traffic: 800 (year 2018), Design Load: HS 20, Features Intersected: COW PASS, TURKEY CREEK T, Facility Carried by Structure: U.S. 56 S. FRONT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 51745059000054, Location: 200' S. OF NORTHVIEW (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 1998), Average Future Daily Traffic: 150 (year 2018), Design Load: H 20, Features Intersected: TRIBUTARY, Facility Carried by Structure: SONORA ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 517450590000542, Location: 600' E. OF NORTH HIGH DR. (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 1998), Average Future Daily Traffic: 300 (year 2018), Design Load: H 20, Features Intersected: TRIBUTARY, Facility Carried by Structure: COUNTRYSIDE DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 517450590000543, Location: EAST OF NORTH HIGH DR. (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 1998), Average Future Daily Traffic: 150 (year 2018), Design Load: H 20, Features Intersected: TRIBUTARY, Facility Carried by Structure: BRIARWOOD ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 517450590000544, Location: NORTH WALL PARK (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10 (year 1998), Average Future Daily Traffic: 10 (year 2018), Design Load: H 20, Features Intersected: POND IN WALL PARK, Facility Carried by Structure: PATH IN PARK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 1.8m (5.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 1.8m (5.9ft), Out-to-Out Width: 2.1m (6.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $1,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place Structure Number: 517450590000545, Location: N HIGH SOUTH OF NORTHVIEW, Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 150 (year 2002), Average Future Daily Traffic: 150 (year 2024), Features Intersected: TRIBUTARY, Facility Carried by Structure: NORTH HIGH DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999905600590691, Location: 0.02 MI E K153 (Lat: 38.369444, Lng: -97.684722), Route carried "on" structure: US 56, Year Built: 1947, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 5,360 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 5,922 (year 2027), Design Load: H 20, Features Intersected: BULL CREEK DRAINAGE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 427.747, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), 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: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Meets minimum limits, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $2,000, Total Project Cost: $36,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 999905600590701, Location: 0.73 MI E US81 ALT (Lat: 38.369167, Lng: -97.653056), Route carried "on" structure: US 56, Year Built: 1930, Year Reconstructed: 1958, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 10,500 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 12,812 (year 2027), Design Load: H 20, Features Intersected: DRY TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 430.499, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.18m (7.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $6,000, Total Project Cost: $96,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 999905600590711, Location: 1.52 MI E US81 ALT, WB (Lat: 38.369722, Lng: -97.638611), Route carried "on" structure: US 56, Year Built: 1969, Status: Open, Structure Length: 9.92m (32.55ft), Average Daily Traffic: 4,885 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 5,961 (year 2027), Design Load: H 20, Features Intersected: SSW RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 431.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.92m (32.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $22,000, Total Project Cost: $337,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999905600590721, Location: 1.51 MI E US81 ALT, EB (Lat: 38.369444, Lng: -97.638611), Route carried "on" structure: US 56, Year Built: 1969, Status: Open, Structure Length: 9.92m (32.55ft), Average Daily Traffic: 4,885 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 5,961 (year 2027), Design Load: H 20, Features Intersected: SSW RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 431.754, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.92m (32.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $22,000, Total Project Cost: $337,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999905600590741, Location: 1.76 MI E US81ALT (Lat: 38.370000, Lng: -97.633889), Route carried "on" structure: US 56, Year Built: 1969, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 9,770 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 11,921 (year 2027), Design Load: H 20, Features Intersected: DRY TURKEY CR DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 432.156, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 999915300591041, Location: 0.18 MI S US56 (Lat: 38.367222, Lng: -97.685000), Route carried "on" structure: State highway 153, Year Built: 1948, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 5,130 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 11,459 (year 2027), Design Load: H 20, Features Intersected: BULL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.295, Lanes on structure: 2, Owner: State 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: 6.1m (20.0ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $4,000, Total Project Cost: $64,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Kansas forum Back to: McPherson, KS, Kansas, All US cities.
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