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Bridge Statistics for Hutchinson, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Parts: 1, 2


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
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New bridges - Historical Statistics

  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 13
  • 1940-1949: 0
  • 1950-1959: 5
  • 1960-1969: 9
  • 1970-1979: 22
  • 1980-1989: 11
  • 1990-1999: 9
  • 2000-2009: 9

Reconstructed bridges - Historical Statistics

  • 1960-1969: 11
  • 1970-1979: 3
  • 1980-1989: 0
  • 1990-1999: 1
  • 2000-2009: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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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
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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)
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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
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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
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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
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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
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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
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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
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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
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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)
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)
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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
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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
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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
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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
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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
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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)
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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
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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)
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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
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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
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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
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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)
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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
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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)
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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)
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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)
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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
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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
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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
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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
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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
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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
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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
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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)

Parts: 1, 2

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