 |
 |
Bridge Statistics for Hutchinson, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hutchinson, KS, Kansas, Kansas forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 79
Total length: 268 meters (879ft) Total costs: $20,702,000 Total average daily traffic: 366,682 Total average daily truck traffic: 31,349 National Bridge Inventory (NBI) Registered Bridges for Hutchinson
No street view available for this location
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 780765005688, Location: S.E. EDGE OF HUTCHINSON (Lat: 38.048333, Lng: -97.848333), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 257 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 257 (year 2030), Design Load: H 15, Features Intersected: TRIB. TO KISIWA CREEK, Facility Carried by Structure: OBEE RD. 22.35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: July 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 413500781808098, Location: 1N & 1.5E K-61-US50 JCT. (Lat: 38.043333, Lng: -97.876667), Route carried "on" structure: County highway 1808, Year Built: 1964, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 790 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 790 (year 2030), Design Load: H 15, Features Intersected: G. V. I. DITCH, Facility Carried by Structure: 5703350 AVE G Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $100,000, Total Project Cost: $225,000 ( Estimate for 2008) Find on map >> Show street view
Structure Number: 413500781808C17, Location: AVENUE G OVER COW CREEK (Lat: 38.042967, Lng: -97.918033), Route carried "on" structure: Business City street 1808, Year Built: 2005, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 2,840 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,465 (year 2028), Design Load: HS 20+Mod, Features Intersected: COW CREEK, Facility Carried by Structure: AVENUE G EAST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 413500781809125, Location: SOUTH MAIN ST. & ARK. R. (Lat: 38.038333, Lng: -97.933333), Route carried "on" structure: County highway 1809, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 30.75m (100.89ft), Average Daily Traffic: 6,858 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 6,858 (year 2030), Design Load: HS 20, Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: Frank Hart Bridge Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 10, Other Special Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 413500781813WSA, Location: Woodie Seat over Ave A (Lat: 38.051000, Lng: -97.937606), Route carried "on" structure: City street 1813, Year Built: 1958, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 10,880 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 16,012 (year 2030), Design Load: HS 20, Features Intersected: AVENUE "A", Facility Carried by Structure: Woodie Seat Fwy Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 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, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,000,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >> Show street view
Structure Number: 413500781813WSB, Location: Woodie Seat over Ave B (Lat: 38.049692, Lng: -97.937611), Route carried "on" structure: City street 1813, Year Built: 1959, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 10,880 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 18,620 (year 2028), Design Load: HS 20, Features Intersected: AVENUE "B", Facility Carried by Structure: Woodie Seat Fwy Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,000,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >> Show street view
Structure Number: 413500781813WSC, Location: Woodie Seat over Ave C (Lat: 38.048400, Lng: -97.937586), Route carried "on" structure: City street 1813, Year Built: 1959, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 10,880 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 18,620 (year 2028), Design Load: HS 20, Features Intersected: K&O R.R., AVENUE "C", Facility Carried by Structure: Woodie Seat Fwy Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.28m (23.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $110,000, Total Project Cost: $970,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >> Show street view
Structure Number: 413500781813WSD, Location: Woodie Seat over Ave D (Lat: 38.047158, Lng: -97.937589), Route carried "on" structure: City street 1813, Year Built: 2004, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 10,880 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 18,620 (year 2028), Design Load: HS 20+Mod, Features Intersected: U.P. RR, AVENUE "D", Facility Carried by Structure: Woodie Seat Fwy Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.65m (28.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $110,000, Total Project Cost: $250,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 413500781813WSF, Location: Woodie Seat over Ave. F (Lat: 38.044536, Lng: -97.937611), Route carried "on" structure: City street 1813, Year Built: 2004, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 10,880 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 18,620 (year 2028), Design Load: HS 20+Mod, Features Intersected: AVENUE "F", Facility Carried by Structure: Woodie Seat Fwy Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $110,000, Total Project Cost: $952,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 413500781815C08, Location: Adams St. over Cow Creek (Lat: 38.051775, Lng: -97.935439), Route carried "on" structure: City street 1815, Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,360 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 16,311 (year 2028), Design Load: H 20, Features Intersected: COW CREEK, Facility Carried by Structure: ADAMS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 18.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.84m (2.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $110,000, Total Project Cost: $198,000 ( Estimate for 2010) Find on map >> Show street view
Structure Number: 413500781816C9A, Location: AVE A AT WASHINGTON (Lat: 38.050817, Lng: -97.933458), Route carried "on" structure: Business City street 1816, Year Built: 1996, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,905 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 8,700 (year 2028), Design Load: HS 20+Mod, Features Intersected: COW CREEK, Facility Carried by Structure: AVENUE A AND WASH. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: October 10, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 413500781816C9D, Location: MAIN ST AT AVE. A (Lat: 38.050650, Lng: -97.931889), Route carried "on" structure: Business City street 1816, Year Built: 1996, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 7,545 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 9,450 (year 2028), Design Load: HS 20+Mod, Features Intersected: MAIN STREET @ COW CREEK, Facility Carried by Structure: MAIN 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), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 26.0m (85.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.54m (5.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $110,000, Total Project Cost: $412,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 413500781819C14, Location: MAPLE ST OVER COW CREEK (Lat: 38.048233, Lng: -97.926317), Route carried "on" structure: Business City street 1819, Year Built: 1993, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,980 (year 2028), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: MAPLE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 413500781820002, Location: W. HUTCHINSON LIMITS (Lat: 38.056667, Lng: -97.966667), Route carried "on" structure: County highway 1820, Year Built: 1987, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 1,834 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,834 (year 2030), Design Load: HS 20, Features Intersected: COW CREEK DIVERSION, Facility Carried by Structure: US 60 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 413500781820C05, Location: 4TH. AVE. OVER AT&SF R.R. (Lat: 38.057367, Lng: -97.942361), Route carried "on" structure: City street 1820, Year Built: 1935, Year Reconstructed: 1982, Status: Open, Structure Length: 25.57m (83.89ft), Average Daily Traffic: 5,880 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 8,740 (year 2028), Design Load: H 15, Features Intersected: COW CREEK:AT&SF RAILROAD, Facility Carried by Structure: 4TH. AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.1 metric tons, Inventory Rating: 11.7 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 25.57m (83.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $3,006,000, Roadway Improvement Cost: $301,000, Total Project Cost: $4,509,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 413500781820E56, Location: FOURTH AVE. & E.S.D. (Lat: 38.057683, Lng: -97.896194), Route carried "on" structure: City street 1820, Year Built: 1999, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 8,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 9,350 (year 2028), Design Load: HS 20+Mod, Features Intersected: EAST SIDE DRAIN, Facility Carried by Structure: FOURTH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 413500781820H02, Location: 4TH AVE OVER HARSHA CANAL (Lat: 38.057000, Lng: -97.947944), Route carried "on" structure: City street 1820, Year Built: 2003, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 5,140 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 5,650 (year 2028), Design Load: HS 20+Mod, Features Intersected: HARSHA CANAL, Facility Carried by Structure: 4TH. AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 97.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,000,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 413500781820S01, Location: 4TH AVENUE OVER MONROE ST (Lat: 38.057564, Lng: -97.940572), Route carried "on" structure: City street 1820, Year Built: 1939, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,880 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 8,740 (year 2028), Design Load: H 20, Features Intersected: MONROE STREET, Facility Carried by Structure: 4TH. AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $110,000, Total Project Cost: $327,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 413500781821157, Location: 4.7N 1.0W K61-US50 JCT. (Lat: 38.096944, Lng: -97.921967), Route carried "on" structure: County highway 1821, Year Built: 1997, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,804 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 6,804 (year 2030), Design Load: HS 20, Features Intersected: GVI DITCH, Facility Carried by Structure: State lands road 72573 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal 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: July 10 Find on map >> Show street view
Structure Number: 413500781821C15, Location: PLUM ST. OVER COW CREEK (Lat: 38.046142, Lng: -97.922461), Route carried "on" structure: Business City street 1821, Year Built: 2003, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 5,045 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,922 (year 2028), Design Load: HS 20+Mod, Features Intersected: COW CREEK, Facility Carried by Structure: PLUM STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 413500781821E1, Location: PLUM ST. @ CHEROKEE (Lat: 38.088433, Lng: -97.922064), Route carried "on" structure: Business City street 1821, Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10,890 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 8,250 (year 2028), Design Load: H 20, Features Intersected: EAST DRAIN, Facility Carried by Structure: PLUM ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $24,000, Total Project Cost: $266,000 ( Estimate for 2004) Find on map >> Show street view
Structure Number: 413500781822C04, Location: 5th Ave. over Cow Creek (Lat: 38.058472, Lng: -97.944111), Route carried "on" structure: City street 1822, Year Built: 1973, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 5,210 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 9,878 (year 2028), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: 5th Ave. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.5 metric tons, Inventory Rating: 29.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $110,000, Total Project Cost: $383,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >> Show street view
Structure Number: 413500781822H01, Location: 5th Ave over Harsh Canal (Lat: 38.058847, Lng: -97.947667), Route carried "on" structure: City street 1822, Year Built: 1973, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 5,210 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 11,051 (year 2028), Design Load: HS 20, Features Intersected: Harsha Canal, Facility Carried by Structure: 5th Ave. 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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.3 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.75m (18.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $110,000, Total Project Cost: $705,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >> Show street view
Structure Number: 413500781823C18, Location: SEVERANCE ST OVER COW CK. (Lat: 38.039100, Lng: -97.913008), Route carried "on" structure: City street 1823, Year Built: 2009, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 680 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 330 (year 2028), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: SEVERANCE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: October 10 Find on map >> Show street view
Structure Number: 413500781824C03, Location: 11TH AVENUE OVER COW CK (Lat: 38.065047, Lng: -97.949917), Route carried "on" structure: City street 1824, Year Built: 1991, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 1,860 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,064 (year 2028), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: 11TH. AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $110,000, Total Project Cost: $662,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 413500781824E38, Location: 11TH. AVE. & E.S.D. (Lat: 38.064900, Lng: -97.907189), Route carried "on" structure: City street 1824, Year Built: 1930, Year Reconstructed: 1974, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 8,175 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 8,349 (year 2028), Features Intersected: EAST SIDE DRAIN, Facility Carried by Structure: 11TH. AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 49.5 metric tons, Inventory Rating: 34.2 metric tons, 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: October 10 Find on map >> Show street view
Structure Number: 413500781824G28, Location: 11TH STREET OVER GVI (Lat: 38.064878, Lng: -97.875583), Route carried "on" structure: Business City street 1824, Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,320 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,639 (year 2028), Design Load: H 20, Features Intersected: GVI DRAINAGE SYSTEM, Facility Carried by Structure: 11TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 30.6 metric tons, Inventory Rating: 14.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.02m (3.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $110,000, Total Project Cost: $247,000 ( Estimate for 2010) Find on map >> Show street view
Structure Number: 413500781825E44, Location: LORRAINE ST. & E.S.D. (Lat: 38.063017, Lng: -97.903878), Route carried "on" structure: City street 1825, Year Built: 1930, Year Reconstructed: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 470 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 517 (year 2028), Features Intersected: EAST SIDE DRAIN, Facility Carried by Structure: LORRAINE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 49.5 metric tons, Inventory Rating: 34.2 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 413500781825G72, Location: LORRAINE @ 35TH. ST. (Lat: 38.090906, Lng: -97.903806), Route carried "on" structure: Business City street 1825, Year Built: 1981, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 7,480 (year 2028), Design Load: HS 20, Features Intersected: GVI DRAINAGE SYSTEM, Facility Carried by Structure: LORRAINE ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 24.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $110,000, Total Project Cost: $250,000 ( Estimate for 2010) Find on map >> Show street view
Structure Number: 413500781826C02, Location: 17TH STREET OVER COW CR (Lat: 38.071553, Lng: -97.955611), Route carried "on" structure: Business City street 1826, Year Built: 1988, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 2,285 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,050 (year 2028), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: 17TH. AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Inventory Rating: 21.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $110,000, Total Project Cost: $662,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 413500781826E28, Location: 17TH. AVE. & E.S.D. (Lat: 38.071964, Lng: -97.912722), Route carried "on" structure: City street 1826, Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 12,903 (year 2028), Features Intersected: EAST SIDE DRAIN, Facility Carried by Structure: 17TH. AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 23.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 413500781826G36, Location: 17TH. STREET OVER GVI (Lat: 38.072197, Lng: -97.875644), Route carried "on" structure: Business City street 1826, Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,370 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 9,210 (year 2028), Design Load: H 20, Features Intersected: GVI DRAINAGE SYSTEM, Facility Carried by Structure: 17TH. STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.6 metric tons, Inventory Rating: 14.4 metric tons, 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: October 10 Find on map >> Show street view
Structure Number: 413500781827G52, Location: WALDRON OVER GVI (Lat: 38.079161, Lng: -97.894611), Route carried "on" structure: Business City street 1827, Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,900 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,108 (year 2028), Design Load: H 20, Features Intersected: GVI DRAINAGE SYSTEM, Facility Carried by Structure: WALDRON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 29.7 metric tons, Inventory Rating: 13.5 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $110,000, Total Project Cost: $297,000 ( Estimate for 2010) Find on map >> Show street view
Structure Number: 413500781830E26, Location: 23RD. AVE. & E.S.D. (Lat: 38.079389, Lng: -97.913061), Route carried "on" structure: City street 1830, Year Built: 1974, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,475 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 9,112 (year 2028), Design Load: HS 20, Features Intersected: EAST SIDE DRAIN, Facility Carried by Structure: 23RD. AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 30 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: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 413500781830G56, Location: 23RD. STREET OVER GVI (Lat: 38.079453, Lng: -97.897722), Route carried "on" structure: Business City street 1830, Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,145 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,360 (year 2028), Design Load: H 20, Features Intersected: GVI DRAINAGE SYSTEM, Facility Carried by Structure: 23RD. STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 29.7 metric tons, Inventory Rating: 13.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: October 10, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $110,000, Total Project Cost: $297,000 ( Estimate for 2010) Find on map >> Show street view
Structure Number: 413500781833G4, Location: APPLE LANE OVER GVI (Lat: 38.079200, Lng: -97.879028), Route carried "on" structure: Business City street 1833, Year Built: 1979, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,935 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,618 (year 2028), Design Load: H 20, Features Intersected: GVI DRAINAGE SYSTEM, Facility Carried by Structure: APPLE LANE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 30.6 metric tons, Inventory Rating: 14.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.02m (3.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $110,000, Total Project Cost: $242,000 ( Estimate for 2010) Find on map >> Show street view
Structure Number: 413500781834G68, Location: 30TH. AVE. @ LORRAINE (Lat: 38.086547, Lng: -97.899875), Route carried "on" structure: Business City street 1834, Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,830 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 11,620 (year 2028), Design Load: H 20, Features Intersected: GVI DRAINAGE SYSTEM, Facility Carried by Structure: 30TH. AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 57.6 metric tons, Inventory Rating: 28.8 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $276,000, Roadway Improvement Cost: $110,000, Total Project Cost: $396,000 ( Estimate for 2010) Find on map >> Show street view
Structure Number: 413500781835121, Location: 1.5N & 2E K-61-US50 JCT. (Lat: 38.048981, Lng: -97.866944), Route carried "on" structure: County highway 1835, Year Built: 1974, Status: Open, Structure Length: 17.10m (56.10ft), Average Daily Traffic: 5,972 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 5,972 (year 2030), Design Load: HS 20, Features Intersected: A.T.S.F. RAILROAD, Facility Carried by Structure: Business State lands road 32250 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 10, Other Special Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 513500780000C06, Location: 2ND. AVE. AT COW CREEK (Lat: 38.054742, Lng: -97.940478), Route carried "on" structure: Business City street , Year Built: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,880 (year 2028), Design Load: H 20, Features Intersected: COW CREEK, Facility Carried by Structure: 2ND. AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 78.3 metric tons, Inventory Rating: 43.2 metric tons, 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: October 10 Find on map >> Show street view
Structure Number: 513500780000C07, Location: FIRST AVE AT COW CREEK (Lat: 38.053450, Lng: -97.938189), Route carried "on" structure: Business City street , Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,560 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,916 (year 2028), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: FIRST AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 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: 3.6m (11.8ft), Right: 2.0m (6.6ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 513500780000C1, Location: WALNUT SO. OF AVE. A (Lat: 38.050361, Lng: -97.930194), Route carried "on" structure: Business City street , Year Built: 1997, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,080 (year 2028), Design Load: HS 20+Mod, Features Intersected: WALNUT ST. COW CREEK, Facility Carried by Structure: WALNUT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 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: 2.4m (7.9ft), Right: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: October 10 Find on map >> Show street view
Structure Number: 513500780000C11, Location: AVENUE B AT COW CREEK (Lat: 38.049667, Lng: -97.928889), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,430 (year 2028), Design Load: HS 20+Mod, Features Intersected: COW CREEK, Facility Carried by Structure: AVENUE B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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: October 10 Find on map >> Show street view
Structure Number: 513500780000C12, Location: POPLAR STREET OVER COW CK (Lat: 38.049289, Lng: -97.928253), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 330 (year 2028), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: POPLAR STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 56.7 metric tons, Inventory Rating: 35.1 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 513500780000C16, Location: AVENUE F OVER COW CREEK (Lat: 38.044514, Lng: -97.920508), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 950 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,045 (year 2028), Design Load: HS 20+Mod, Features Intersected: COW CREEK, Facility Carried by Structure: AVENUE F EAST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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: October 10 Find on map >> Show street view
Structure Number: 513500780000E12, Location: NUTMEG LN. & SIERRA PRKWY (Lat: 38.089731, Lng: -97.916556), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 220 (year 2028), Features Intersected: EAST SIDE DRAIN, Facility Carried by Structure: NUTMEG LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $110,000, Total Project Cost: $246,000 ( Estimate for 2010)
Discuss this city on our hugely popular Kansas forum Back to: Hutchinson, KS, Kansas, All US cities.
|
 |
