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

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Structure Number: 530400870WDCF4,  Location: MOSSMAN AT CHAUTAUQUA (Lat: 37.700047,  Lng: -97.301219),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 115 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2039),  Design Load: H 20,  Features Intersected: FRISCO DITCH,  Facility Carried by Structure: MOSSMAN STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 530400870WDCW1,  Location: MOSLEY AT 20TH ST NORTH (Lat: 37.721217,  Lng: -97.327697),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,000 (year 2039),  Design Load: H 20,  Features Intersected: CHISHOLM CREEK,  Facility Carried by Structure: MOSLEY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 530400870WDCW25,  Location: BROADWAY AT 25TH ST NORTH (Lat: 37.728700,  Lng: -97.335833),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 11,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,500 (year 2039),  Design Load: H 20,  Features Intersected: CHISHOLM CREEK,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 530400870WDCW3,  Location: MARKET AT MARKWAY (Lat: 37.728636,  Lng: -97.337067),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 2,600 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,000 (year 2039),  Design Load: HS 20,  Features Intersected: CHISHOLM CREEK,  Facility Carried by Structure: MARKET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 530400870WDCW4,  Location: 25TH ST. N AT PARK PLACE (Lat: 37.729864,  Lng: -97.338639),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 630 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 690 (year 2039),  Design Load: HS 20,  Features Intersected: CHISHOLM CREEK,  Facility Carried by Structure: 25TH STREET NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 530400870WDCW5,  Location: 29TH ST NO AT WACO (Lat: 37.737464,  Lng: -97.342206),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 7,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,000 (year 2039),  Design Load: H 20,  Features Intersected: CHISHOLM CREEK,  Facility Carried by Structure: 29TH STREET NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 530400870WDCW6,  Location: 33RD ST NO AT WACO (Lat: 37.744900,  Lng: -97.341636),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,500 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2039),  Design Load: HS 20,  Features Intersected: CHISHOLM CREEK,  Facility Carried by Structure: 33RD STREET NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 530400870WVCF1,  Location: 37TH ST N AT SENECA (Lat: 37.753444,  Lng: -97.351969),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 14.11m (46.29ft),  Average Daily Traffic: 3,300 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,000 (year 2039),  Design Load: H 20,  Features Intersected: WICHITA VALLEY CTR FLDWY,  Facility Carried by Structure: 37TH STREET NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5304008760SSD1,  Location: 55TH ST. S .3 M W SENECA (Lat: 37.593439,  Lng: -97.358333),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2039),  Design Load: HS 20,  Features Intersected: SOUTH SENECA DRAINAGE,  Facility Carried by Structure: 55TH STREET SOUTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5304008760SSD3,  Location: 60TH AND SENECA (Lat: 37.584108,  Lng: -97.351181),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 350 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB TO WVCFLOODWAY,  Facility Carried by Structure: 60TH ST. SOUTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5304008760SSD4,  Location: 61ST AND SENECA (Lat: 37.582267,  Lng: -97.351356),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 350 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB TO WVCFLOODWAY,  Facility Carried by Structure: 61ST ST. SOUTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.0 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 desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 530400876201354,  Location: MAPLE AT WAGON WHEEL (Lat: 37.679372,  Lng: -97.457714),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 13,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,200 (year 2039),  Design Load: HS 20,  Features Intersected: COWSKIN CREEK,  Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 530400876348168,  Location: .4 M West of 119th (Lat: 37.649908,  Lng: -97.486392),  Route carried "on" structure: City street 6348,  Year Built: 1982,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,250 (year 2039),  Design Load: HS 20,  Features Intersected: Calfskin Creek,  Facility Carried by Structure: Pawnee
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 530400876530207,  Location: West of Maize Rd (Lat: 37.737203,  Lng: -97.464700),  Route carried "on" structure: City street 6530,  Year Built: 2008,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,800 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,000 (year 2039),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: 29th Street North
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 530400878056201,  Location: 119TH ST W .5 M N CENTRAL (Lat: 37.701461,  Lng: -97.480714),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 7,840 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2039),  Design Load: HS 20,  Features Intersected: COWSKIN CREEK,  Facility Carried by Structure: 119TH STREET WEST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 530400878056203,  Location: 119TH ST W .4 M S MAPLE (Lat: 37.673869,  Lng: -97.480661),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 6,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2039),  Design Load: HS 20,  Features Intersected: CALFSKIN CREEK,  Facility Carried by Structure: 119TH STREET WEST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 530400878236086,  Location: HYDRAULIC AT 39TH. ST. N. (Lat: 37.758072,  Lng: -97.317433),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 4,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,200 (year 2039),  Design Load: H 20,  Features Intersected: MID FORK CHISHOLM CR.,  Facility Carried by Structure: HYDRAULIC AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53040087EFCCT1,  Location: NORTH OF 37TH (Lat: 37.754358,  Lng: -97.299458),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,100 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,500 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB E FORK CHISH CR,  Facility Carried by Structure: HILLSIDE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $200,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53040087WDCE10B,  Location: HILLSIDE AT 27TH. ST. N. (Lat: 37.735833,  Lng: -97.299036),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 9,320 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,500 (year 2039),  Design Load: HS 20,  Features Intersected: EAST FORK CHISHOLM CR.,  Facility Carried by Structure: HILLSIDE AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 53040087WDCE10C,  Location: 29TH ST. N AT OHIO (Lat: 37.737475,  Lng: -97.327236),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,800 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,500 (year 2039),  Design Load: H 20,  Features Intersected: CENTER DRAIN TRIBUTARY,  Facility Carried by Structure: 29TH STREET NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 30.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 53040087WDCW18,  Location: 19TH ST. N. AT OHIO (Lat: 37.718975,  Lng: -97.323350),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,300 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,500 (year 2039),  Design Load: H 20,  Features Intersected: CENTER DRAIN TRIBUTARY,  Facility Carried by Structure: 19TH STREET NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999901500871801,  Location: 0.17 MI N 55TH ST, NB (Lat: 37.593611,  Lng: -97.285833),  Route carried "on" structure: State highway 15,  Year Built: 1967,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 11,361 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,305 (year 2041),  Design Load: HS 20,  Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.582,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999901500871811,  Location: 0.81 MI N 55TH ST (Lat: 37.602222,  Lng: -97.289722),  Route carried "on" structure: State highway 15,  Year Built: 1950,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 11,361 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,305 (year 2041),  Design Load: H 20,  Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.609,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999901500871821,  Location: JCT K-15 / I-35 (KTA) (Lat: 37.625278,  Lng: -97.295278),  Route carried "on" structure: State highway 15,  Year Built: 1956,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 15,352 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,004 (year 2041),  Design Load: HS 20,  Features Intersected: I-35 HWY (KTA) SB/NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.192,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.35m (60.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999901500871831,  Location: JCT K-15 / I-35 (KTA) (Lat: 37.625278,  Lng: -97.295278),  Route carried "on" structure: State highway 15,  Year Built: 1956,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 15,352 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,004 (year 2041),  Design Load: HS 20,  Features Intersected: I-35 HWY (KTA) NB/SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.197,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.10m (59.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999901500871841,  Location: 1.16 MI. N. I-35(KTA) (Lat: 37.638611,  Lng: -97.306944),  Route carried "on" structure: State highway 15,  Year Built: 1942,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 15,352 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,004 (year 2041),  Design Load: H 15,  Features Intersected: WICHITA DRAINAGE CANAL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.035,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 35.63m (116.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999901500874291,  Location: 0.16 MI N 55TH ST, SB (Lat: 37.593611,  Lng: -97.285833),  Route carried "on" structure: State highway 15,  Year Built: 1994,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 11,361 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,305 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.573,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872293,  Location: 7.09 MI N SUMNER CO LINE (Lat: 37.578611,  Lng: -97.325833),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 15.47m (50.75ft),  Average Daily Traffic: 12,293 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,267 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RS2059, 63RD ST SOUTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.407,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 50.75m (166.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872303,  Location: 7.08 MI N SUMNER CO LINE (Lat: 37.578611,  Lng: -97.325833),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 14.77m (48.46ft),  Average Daily Traffic: 12,293 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,267 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RS2059, 63RD ST SOUTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.380,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 48.45m (158.96ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872313,  Location: 8.08 MI N SUMNER CO LINE (Lat: 37.593333,  Lng: -97.323889),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 12,293 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,267 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 55TH ST SOUTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 13.005,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.70m (51.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500872323,  Location: 8.09 MI N SUMNER CO LINE (Lat: 37.593333,  Lng: -97.323889),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 12,293 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,267 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: URB6000, 55TH ST SOUTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 13.005,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.70m (51.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500872343,  Location: 0.43 MI NE I-135 (Lat: 37.603889,  Lng: -97.315556),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HYDRAULIC AVE.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.632,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.15m (43.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500872353,  Location: 0.43 MI NE I-135 (Lat: 37.603889,  Lng: -97.315556),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FAS 717 (HYDRAULIC AVE.)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.610,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.15m (43.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500872363,  Location: 0.71 MI NE I-135 (Lat: 37.607778,  Lng: -97.310833),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 47TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.282,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.15m (43.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500872373,  Location: 0.70 MI NE I-135 (Lat: 37.607778,  Lng: -97.310833),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 47TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.282,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.15m (43.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500872383,  Location: 1.61 MI NE I-135 (Lat: 37.622500,  Lng: -97.304722),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MACARTHUR RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.004,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.45m (53.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872393,  Location: 1.60 MI NE I-135 (Lat: 37.622500,  Lng: -97.304722),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MACARTHUR RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.004,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.45m (53.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872403,  Location: 2.31 MI NE I135 (Lat: 37.624722,  Lng: -97.298333),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 17.60m (57.74ft),  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.75m (189.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999903500872413,  Location: 2.31 MI NE I 135 (Lat: 37.624722,  Lng: -97.298333),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 17.60m (57.74ft),  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.637,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 57.75m (189.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999903500872433,  Location: 0.20 MI NE K-15 (Lat: 37.626389,  Lng: -97.291944),  Route carried "on" structure: Ramp State highway 3,  Year Built: 1956,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 1,710 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,628 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: KTA RAMP TO K15
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.607,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 17.45m (57.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete