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


  • National Bridge Inventory (NBI) Statistics
  • 46Number of bridges
  • 673ft / 205mTotal length
  • $9,602,000Total costs
  • 140,976Total average daily traffic
  • 17,153Total average daily truck traffic
  • 309,194Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Paola
  • No street view available for this location

New bridges in Paola, KS - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 51930-1939
  • 11940-1949
  • 41950-1959
  • 31960-1969
  • 151970-1979
  • 31980-1989
  • 11990-1999
  • 112000-2009
  • 12010-2018
Reconstructed bridges in Paola, KS - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21990-1999
  • 22000-2009
  • 12010-2018
Average Bridge Daily Traffic in Paola, KS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 26.7%Very good
  • 56.7%Good
  • 13.3%Satisfactory
  • 3.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 46.7%Very good
  • 36.7%Good
  • 16.7%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Very good
  • 40.0%Good
  • 3.3%Satisfactory
  • 6.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 17.2%Very good
  • 37.9%Good
  • 34.5%Satisfactory
  • 10.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 7.7%Very good
  • 84.6%Good
  • 7.7%Satisfactory
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Structure Number: 13015,  Location: 1.0N OF ASHLAND (Lat: 37.207389,  Lng: -99.760389),  Route carried "on" structure: County highway 121,  Year Built: 1956,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 30 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 35 (year 2036),  Design Load: H 15,  Features Intersected: E. BRANCH BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: November 2016,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 61003,  Location: 0.5N 5.5E OF OSAWATOMIE (Lat: 38.505300,  Lng: -94.853350),  Route carried "on" structure: County highway 259,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 680 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,043 (year 2039),  Design Load: HS 20,  Features Intersected: BIG BULL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.969,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 61015,  Location: 3.2W 1.3N OF PAOLA (Lat: 38.589033,  Lng: -94.936800),  Route carried "on" structure: County highway 346,  Year Built: 2002,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 168 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 330 (year 2039),  Design Load: HS 20,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: Osawatomie Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610151,  Location: 3.0W 0.9N OF PAOLA (Lat: 38.591450,  Lng: -94.936769),  Route carried "on" structure: County highway 346,  Year Built: 1982,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 168 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 330 (year 2039),  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: Osawatomie Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 61028,  Location: 1.3S 0.8E OF PAOLA (Lat: 38.553075,  Lng: -94.863767),  Route carried "on" structure: County highway 404,  Year Built: 1976,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 1,920 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,079 (year 2039),  Design Load: HS 20,  Features Intersected: BIG BULL CREEK,  Facility Carried by Structure: Hospital Drive Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.327,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Other Special Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 61039,  Location: 1.3S 1.3E OF PAOLA (Lat: 38.553372,  Lng: -94.854453),  Route carried "on" structure: County highway 1019,  Year Built: 1952,  Status: Posted for load,  Structure Length: 8.94m (29.33ft),  Average Daily Traffic: 1,148 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,394 (year 2039),  Design Load: H 15,  Features Intersected: BULL CREEK,  Facility Carried by Structure: Hedge Lane Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 89.60m (293.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Other Special Inspection Date: September 2017,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $850,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610395,  Location: SPILLWAY MIOLA LAKE (Lat: 38.582456,  Lng: -94.845767),  Route carried "on" structure: County highway 1021,  Year Built: 1970,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 368 (year 2011),  Average Future Daily Traffic: 934 (year 2039),  Features Intersected: BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 6104,  Location: 1.0N 3.7E OF PAOLA (Lat: 38.584811,  Lng: -94.809331),  Route carried "on" structure: County highway 1021,  Year Built: 1988,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 72 (year 2011),  Average Future Daily Traffic: 126 (year 2039),  Design Load: H 20,  Features Intersected: NORTH WEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.473,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Other Special Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 61041,  Location: 1.1N 4.6E OF PAOLA (Lat: 38.586756,  Lng: -94.793081),  Route carried "on" structure: County highway 1021,  Year Built: 1995,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 72 (year 2011),  Average Future Daily Traffic: 126 (year 2039),  Design Load: HS 20,  Features Intersected: NORTH WEA CREEK,  Facility Carried by Structure: 299th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.953,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 61049,  Location: 0.3N 1.0W OF PAOLA (Lat: 38.576506,  Lng: -94.895836),  Route carried "on" structure: County highway 1027,  Year Built: 1958,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 8.82m (28.94ft),  Average Daily Traffic: 562 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,910 (year 2039),  Design Load: HL 93,  Features Intersected: BULL CREEK,  Facility Carried by Structure: 303rd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.762,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 77.0m (252.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 61056,  Location: 1.2W 0.5N OF PAOLA (Lat: 38.582611,  Lng: -94.900725),  Route carried "on" structure: County highway 1384,  Year Built: 1931,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 672 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,756 (year 2039),  Features Intersected: BELL BRANCH CREEK,  Facility Carried by Structure: LONE STAR Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 68.0m (223.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.1m (3.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610587,  Location: 1.0S 0.2W OF PAOLA (Lat: 38.561597,  Lng: -94.884386),  Route carried "on" structure: County highway 1604,  Year Built: 1936,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 14.87m (48.79ft),  Average Daily Traffic: 4,479 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 102,333 (year 2039),  Features Intersected: BIG BULL CREEK AND R.R.,  Facility Carried by Structure: Old KC Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.658,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 70.3m (230.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 173.10m (567.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Other Special Inspection Date: September 2017,  Bridge Improvement Cost: $2,000,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $2,300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 610588,  Location: N. EDGE OF PAOLA (Lat: 38.579889,  Lng: -94.875344),  Route carried "on" structure: County highway 1604,  Year Built: 1935,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 766 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,546 (year 2039),  Features Intersected: TRIB. TO TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.059,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  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: 20.6m (67.6ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 610592,  Location: 0.6S 1.7E OF PAOLA (Lat: 38.563314,  Lng: -94.846456),  Route carried "on" structure: County highway 1705,  Year Built: 1983,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 1,804 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,171 (year 2039),  Design Load: HS 20,  Features Intersected: DORSEY BR. OF S. WEA,  Facility Carried by Structure: 311th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Other Special Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610594,  Location: .4 N of 311th on Baptiste (Lat: 38.566025,  Lng: -94.848514),  Route carried "on" structure: City street _,  Year Built: 2003,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 1,585 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,973 (year 2039),  Design Load: HS 20,  Features Intersected: Trib to South Wea Creek,  Facility Carried by Structure: Baptiste Dr 1027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 223.0m (731.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 50.2m (164.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: September 2017,  Other Special Inspection Date: August 2017
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Structure Number: 6106,  Location: 0.6S 3.0E OF PAOLA (Lat: 38.563214,  Lng: -94.821633),  Route carried "on" structure: County highway 1705,  Year Built: 1954,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,585 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,576 (year 2039),  Design Load: H 15,  Features Intersected: TRIB. TO SOUTH WEA CREEK,  Facility Carried by Structure: 311th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.365,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 61107930492,  Location: 2.0N 2.7W OF PAOLA (Lat: 38.607142,  Lng: -94.931364),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 580 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 819 (year 2039),  Features Intersected: TRIB. TO WALNUT CREEK,  Facility Carried by Structure: 287th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 65.0m (213.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 611081004929,  Location: 2.0W 1.1N OF PAOLA (Lat: 38.594794,  Lng: -94.918483),  Route carried "on" structure: County highway ,  Year Built: 1920,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 52 (year 2011),  Average Future Daily Traffic: 172 (year 2039),  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: Lookout Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 611083604984,  Location: 0.9S 0.3W OF PAOLA (Lat: 38.559408,  Lng: -94.886217),  Route carried "on" structure: County highway ,  Year Built: 1927,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8 (year 2011),  Average Future Daily Traffic: 45 (year 2039),  Features Intersected: TRIB. TO BIG BULL CREEK,  Facility Carried by Structure: Santa Fe Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  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: 8.1m (26.6ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 61108500492,  Location: 2.4N 0.2W OF PAOLA (Lat: 38.606897,  Lng: -94.884058),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 6.75m (22.15ft),  Average Daily Traffic: 548 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,425 (year 2039),  Design Load: HS 20,  Features Intersected: BIG BULL CREEK,  Facility Carried by Structure: 287th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 61108520492,  Location: 2.4N 0.1W OF PAOLA (Lat: 38.606942,  Lng: -94.880369),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 548 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,425 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB. TO BULL CREEK,  Facility Carried by Structure: 287th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $110,000
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Structure Number: 61108910492,  Location: 2.0N 2.0E OF PAOLA (Lat: 38.606839,  Lng: -94.843819),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Open,  Structure Length: 0.13m (0.43ft),  Average Daily Traffic: 589 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,111 (year 2039),  Features Intersected: TRIB. TO BIG BULL CREEK,  Facility Carried by Structure: 287th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $600,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 611091005005,  Location: 2.3S 2.8E OF PAOLA (Lat: 38.540869,  Lng: -94.826550),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 137 (year 2011),  Average Future Daily Traffic: 140 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB. MARIAS DES CYGNES,  Facility Carried by Structure: Victory Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 61109500492,  Location: 0.9W OF SOMERSET (Lat: 38.606611,  Lng: -94.786033),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 253 (year 2011),  Average Future Daily Traffic: 738 (year 2039),  Features Intersected: NORTH WEA CREEK,  Facility Carried by Structure: 287th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 611095004946,  Location: 2.6S 6.0W of Louisburg (Lat: 38.585147,  Lng: -94.787461),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 61 (year 2011),  Average Future Daily Traffic: 70 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB. TO SOUTH WEA CREEK,  Facility Carried by Structure: Oak Grove Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 69.0m (226.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 999906800610251,  Location: 0.39 MI W OF US-169 (Lat: 38.621111,  Lng: -94.843056),  Route carried "on" structure: State highway 68,  Year Built: 1968,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 4,440 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,483 (year 2037),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.816,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 5.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 37.40m (122.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $186,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999906800610331,  Location: JCT K68/US169 (Lat: 38.621111,  Lng: -94.836111),  Route carried "on" structure: State highway 68,  Year Built: 1972,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 7,070 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,390 (year 2037),  Design Load: HS 20,  Features Intersected: US 169, K7 HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.445,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 84.60m (277.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $559,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999906800610331,  Location: JCT K68/US169 (Lat: 38.621111,  Lng: -94.836111),  Route carried "under" structure: US 169,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 6,150 (year 2016),  Truck Traffic: 12%,  Features Intersected: US 169, K7 HWY,  Facility Carried by Structure: K68 HWY
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 211.185,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 999916900610261,  Location: 4.18 MI N OF K-279 (Lat: 38.551944,  Lng: -94.873056),  Route carried "on" structure: US 169,  Year Built: 1972,  Status: Open,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 5,650 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,521 (year 2037),  Design Load: HS 20,  Features Intersected: BNSF RR & LOCAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.904,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 72.40m (237.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $360,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999916900610271,  Location: 4.60 MI N OF K-279 (Lat: 38.556944,  Lng: -94.868611),  Route carried "on" structure: US 169,  Year Built: 1972,  Status: Open,  Structure Length: 9.53m (31.27ft),  Average Daily Traffic: 5,650 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,521 (year 2037),  Design Load: HS 20,  Features Intersected: BULL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.569,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 95.30m (312.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $475,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999916900610281,  Location: 5.14 MI N OF K-279 (Lat: 38.562500,  Lng: -94.861667),  Route carried "on" structure: City street 1705,  Year Built: 1972,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 161 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 221 (year 2037),  Design Load: HS 20,  Features Intersected: US 169, K7 HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 91.10m (298.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $454,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999916900610281,  Location: 5.14 MI N OF K-279 (Lat: 38.562500,  Lng: -94.861667),  Route carried "under" structure: US 169,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 11,300 (year 2016),  Truck Traffic: 14%,  Features Intersected: US 169, K7 HWY,  Facility Carried by Structure: RS1705, CENTENNIAL
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 200.226,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 999916900610291,  Location: 5.82 MI N OF K-279 (Lat: 38.569444,  Lng: -94.853056),  Route carried "on" structure: US 169,  Year Built: 1972,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 6,400 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,176 (year 2037),  Design Load: HS 20,  Features Intersected: RS1021, K263 HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.561,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $398,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999916900610301,  Location: 0.77 MI N K263 (Lat: 38.576944,  Lng: -94.842500),  Route carried "on" structure: US 169,  Year Built: 1971,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 6,400 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,176 (year 2037),  Design Load: H 20,  Features Intersected: DORSEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.078,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.50m (60.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $126,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999916900610311,  Location: 7.32 MI N OF K-279 (Lat: 38.585000,  Lng: -94.835278),  Route carried "on" structure: City street 1021,  Year Built: 1972,  Status: Open,  Structure Length: 8.49m (27.85ft),  Average Daily Traffic: 150 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 206 (year 2037),  Design Load: H 20,  Features Intersected: US 169 K7 HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 7.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 84.90m (278.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $269,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999916900610311,  Location: 7.32 MI N OF K-279 (Lat: 38.585000,  Lng: -94.835278),  Route carried "under" structure: US 169,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 6,400 (year 2016),  Truck Traffic: 12%,  Features Intersected: US 169 K7 HWY,  Facility Carried by Structure: RS1021
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 204.761,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 999916900610321,  Location: 0.96 MI S OF K-68 (Lat: 38.606667,  Lng: -94.835556),  Route carried "on" structure: US 169,  Year Built: 1972,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 6,400 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,176 (year 2037),  Design Load: HS 20,  Features Intersected: 287TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.438,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.40m (142.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $216,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999916900610341,  Location: 0.76 MI N K68 (Lat: 38.632222,  Lng: -94.835833),  Route carried "on" structure: US 169,  Year Built: 1972,  Status: Open,  Structure Length: 8.89m (29.17ft),  Average Daily Traffic: 6,150 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,750 (year 2037),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 214.201,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 88.90m (291.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $295,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $443,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999916900610351,  Location: 1.01 MI N K68 (Lat: 38.635833,  Lng: -94.835833),  Route carried "on" structure: US 169,  Year Built: 1970,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 6,150 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,750 (year 2037),  Design Load: HS 20,  Features Intersected: 271st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 214.619,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.30m (122.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $186,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999916900610961,  Location: 4.18 MI N K-279 HIGHWAY (Lat: 38.551667,  Lng: -94.872778),  Route carried "on" structure: US 169,  Year Built: 2005,  Status: Open,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 5,650 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,521 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: BNSF RR; LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.904,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 73.40m (240.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $333,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999916900610971,  Location: 4.60 MI N K-279 HIGHWAY (Lat: 38.556667,  Lng: -94.868333),  Route carried "on" structure: US 169,  Year Built: 2005,  Status: Open,  Structure Length: 9.53m (31.27ft),  Average Daily Traffic: 5,650 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,521 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: BULL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.569,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 95.30m (312.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $432,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999916900610981,  Location: 5.82 MI N OF K-279 (Lat: 38.569444,  Lng: -94.852778),  Route carried "on" structure: US 169,  Year Built: 2002,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 6,400 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,176 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: RS-1021; BAPTISTE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.561,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 80.20m (263.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $363,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999916900610991,  Location: .96 MI S K-68 HIGHWAY (Lat: 38.606667,  Lng: -94.835278),  Route carried "on" structure: US 169,  Year Built: 2002,  Status: Open,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 6,400 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,176 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: 287TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.438,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 81.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.80m (150.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $207,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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