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

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Structure Number: 16022,  Location: 4.0E 1.1S OF HALLS SUMMIT (Lat: 38.330042,  Lng: -95.600183),  Route carried "on" structure: County highway 149,  Year Built: 2003,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 852 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO LONG CREEK,  Facility Carried by Structure: TREFOIL RD. #49
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.860,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  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-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16023,  Location: 4.0E 0.1S OF HALLS SUMMIT (Lat: 38.343994,  Lng: -95.600333),  Route carried "on" structure: County highway 149,  Year Built: 2005,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 852 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO LONG CREEK,  Facility Carried by Structure: TREFOIL RD. #29
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.960,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16037,  Location: 2.65 EAST OF HALLS SUMMIT (Lat: 38.346750,  Lng: -95.628225),  Route carried "on" structure: County highway 1133,  Year Built: 1994,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 340 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 408 (year 2040),  Features Intersected: LONG CREEK,  Facility Carried by Structure: 22ND. RD. #31
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.750,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: April 2020,  Other Special Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16038,  Location: 3.6E OF HALLS SUMMIT (Lat: 38.346806,  Lng: -95.608056),  Route carried "on" structure: County highway 1133,  Year Built: 1994,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 340 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 408 (year 2040),  Features Intersected: TRIB. TO LONG CREEK,  Facility Carried by Structure: 22ND. RD. #30
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.860,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: April 2020,  Other Special Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16058,  Location: 0.5N 0.1W OF WAVERLY (Lat: 38.405056,  Lng: -95.603017),  Route carried "on" structure: County highway 2066,  Year Built: 2005,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 590 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 708 (year 2040),  Design Load: HS 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: OLD HWY. 50 029
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.890,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16059,  Location: 0.5N 1.7E OF WAVERLY (Lat: 38.405111,  Lng: -95.568544),  Route carried "on" structure: County highway 2066,  Year Built: 2000,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 240 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 288 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: OLD HWY. 50 030
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.070,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1606,  Location: 1.2N 3.1E OF WAVERLY (Lat: 38.415453,  Lng: -95.540531),  Route carried "on" structure: County highway 2066,  Year Built: 1954,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 240 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 288 (year 2040),  Design Load: H 15,  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: OLD HWY. 50 031
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.250,  Lanes on structure: 2,  Owner: County 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: 2.1m (6.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 160999405189,  Location: 0.6N 3.5W OF WAVERLY (Lat: 38.405411,  Lng: -95.665153),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 10 (year 2013),  Average Future Daily Traffic: 10 (year 2040),  Features Intersected: TR. SAND CREEK,  Facility Carried by Structure: HOUSE ENT. 6A
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 11.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $310,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 16100140518,  Location: 1.5N 2.6W OF WAVERLY (Lat: 38.419581,  Lng: -95.649058),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 25 (year 2013),  Average Future Daily Traffic: 30 (year 2040),  Design Load: HS 20,  Features Intersected: Coal Creek,  Facility Carried by Structure: 27TH. RD. 7
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161005405205,  Location: W. EDGE OF WAVERLY (Lat: 38.397747,  Lng: -95.610781),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 20 (year 2013),  Average Future Daily Traffic: 25 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: 25th Lane 324
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16100770518,  Location: 1.ON 0.7E OF WAVERLY (Lat: 38.419592,  Lng: -95.587028),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 10 (year 2013),  Average Future Daily Traffic: 15 (year 2040),  Design Load: HS 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: 27TH. RD. 9
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161009005226,  Location: 1.0E 0.7S OF WAVERLY (Lat: 38.382417,  Lng: -95.581653),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 15 (year 2013),  Average Future Daily Traffic: 20 (year 2040),  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: UNDERWOOD RD. 14
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $250,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 16100910518,  Location: 2.0N 1.1E OF WAVERLY (Lat: 38.419578,  Lng: -95.580406),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 10 (year 2013),  Average Future Daily Traffic: 15 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: 27TH. RD. 11
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: December 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 16100970524,  Location: 1.5 E & 1.0 S of Waverly (Lat: 38.375875,  Lng: -95.572656),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 25 (year 2013),  Average Future Daily Traffic: 36 (year 2040),  Design Load: HS 20,  Features Intersected: Rock Creek,  Facility Carried by Structure: 24TH B354
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: April 2020,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161011005164,  Location: 2.0E 2.5N OF WAVERLY (Lat: 38.430658,  Lng: -95.563767),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 25 (year 2013),  Average Future Daily Traffic: 30 (year 2040),  Design Load: H 20,  Features Intersected: LITTLE ROCK CREEK,  Facility Carried by Structure: VERDURE RD. 261
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  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: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: January 2022,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 161011005208,  Location: 2.0E OF WAVERLY (Lat: 38.394819,  Lng: -95.563636),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20 (year 2013),  Average Future Daily Traffic: 25 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: VERDURE RD. 13
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: January 2022,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 161013005168,  Location: 2.2N 3.0E OF WAVERLY (Lat: 38.423158,  Lng: -95.545214),  Route carried "on" structure: County highway ,  Year Built: 1920,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 20 (year 2013),  Average Future Daily Traffic: 25 (year 2040),  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: WAYSIDE RD. 259
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.17m (3.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $210,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 16101320518,  Location: 0.2W OF AGRICOLA (Lat: 38.419514,  Lng: -95.542431),  Route carried "on" structure: County highway ,  Year Built: 1920,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 30 (year 2013),  Average Future Daily Traffic: 36 (year 2040),  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: 27TH. RD. 10
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: December 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 701003205141,  Location: 3.7S 0.2E OF MELVERN (Lat: 38.448794,  Lng: -95.632450),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 50 (year 2013),  Average Future Daily Traffic: 60 (year 2039),  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: E 341ST ST 175
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Other Special Inspection Date: January 2021

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Structure Number: 529450160000001,  Location: East of Christie St. (Lat: 38.394106,  Lng: -95.607997),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 50 (year 2013),  Average Future Daily Traffic: 60 (year 2040),  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: 5TH. STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $240,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 529450160000002,  Location: East of Christie St (Lat: 38.390481,  Lng: -95.607542),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 150 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 180 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO ROCK CREEK,  Facility Carried by Structure: 1st Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903100160461,  Location: .12 MI N OLD US50 HWY (Lat: 38.406944,  Lng: -95.600000),  Route carried "on" structure: State highway 31,  Year Built: 1973,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 765 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,030 (year 2041),  Design Load: H 20,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.019,  Lanes on structure: 2,  Owner: State 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: 6.1m (20.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903100160501,  Location: 2.21 M E-PERSON ST WAV (Lat: 38.390278,  Lng: -95.559722),  Route carried "on" structure: State highway 31,  Year Built: 1978,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 253 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 341 (year 2041),  Design Load: H 20,  Features Intersected: ROCK CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.378,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903100160531,  Location: 2.32 MI S OSAGE COLN (Lat: 38.400556,  Lng: -95.600000),  Route carried "on" structure: State highway 31,  Year Built: 1992,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 1,002 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,350 (year 2041),  Design Load: HS 20,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903100160581,  Location: 0.35 MI E 2ND ST WAVERLY (Lat: 38.390278,  Lng: -95.595278),  Route carried "on" structure: State highway 31,  Year Built: 2000,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 253 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 341 (year 2041),  Design Load: HS 20,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903100700061,  Location: WJCT K31/I35 (Lat: 38.448333,  Lng: -95.636944),  Route carried "on" structure: State highway 31,  Year Built: 1973,  Status: Open,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 760 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 927 (year 2041),  Design Load: H 20,  Features Intersected: I35 HWY, NL-SL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 63.133,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 28.66m (94.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999903100700081,  Location: EJCT K31/I35 (Lat: 38.452778,  Lng: -95.600000),  Route carried "on" structure: State highway 31,  Year Built: 1973,  Status: Open,  Structure Length: 8.49m (27.85ft),  Average Daily Traffic: 765 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,431 (year 2041),  Design Load: HS 20,  Features Intersected: I35 HWY, NB-SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 27.85m (91.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999903500700071,  Location: 1.04 MI E WJCT K31 (Lat: 38.452500,  Lng: -95.618333),  Route carried "on" structure: ServiceCounty highway 241,  Year Built: 1973,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 39 (year 2020),  Average Future Daily Traffic: 7,431 (year 2041),  Design Load: H 15,  Features Intersected: I35 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.030,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 28.46m (93.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500700091,  Location: 0.59 MI E EJCT K31, SB (Lat: 38.452778,  Lng: -95.589444),  Route carried "on" structure: Interstate 35,  Year Built: 1973,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 6,704 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 9,768 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 10.778,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  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: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.68m (67.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999903500700101,  Location: 0.60 MI E EJCT K31, NB (Lat: 38.452500,  Lng: -95.589444),  Route carried "on" structure: Interstate 35,  Year Built: 1973,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 6,704 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 9,768 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 10.699,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  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: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.68m (67.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999903100700061,  Location: WJCT K31/I35 (Lat: 38.448333,  Lng: -95.636944),  Route carried "under" structure: Interstate 35,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 4,943 (year 2020),  Truck Traffic: 48%,  Features Intersected: I35 HWY, NL-SL,  Facility Carried by Structure: RS1471, K31 HWY
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 6.573,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 999903100700081,  Location: EJCT K31/I35 (Lat: 38.452778,  Lng: -95.600000),  Route carried "under" structure: Interstate 35,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 4,943 (year 2020),  Truck Traffic: 48%,  Features Intersected: I35 HWY, NB-SB,  Facility Carried by Structure: RS1471, K31 HWY
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 9.862,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 999903500700071,  Location: 1.04 MI E WJCT K31 (Lat: 38.452500,  Lng: -95.618333),  Route carried "under" structure: Interstate 35,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 4,943 (year 2020),  Truck Traffic: 48%,  Features Intersected: I35 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 8.254,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)