Bridge Statistics for Tulsa, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 16743,  Location: 1.2 MI SE SHERIDAN RD (Lat: 36.182581,  Lng: -95.889400),  Route carried "on" structure: State highway 11,  Year Built: 1966,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 17,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,440 (year 2040),  Design Load: HL 93,  Features Intersected: B.N. & S.F. R.R. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.824,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.84m (25.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,408,000,  Roadway Improvement Cost: $2,324,000,  Total Project Cost: $3,943,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16775,  Location: JCT N 69 E AVE (Lat: 36.187222,  Lng: -95.900278),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: S.H. 11 UNDER,  Facility Carried by Structure: N 69TH E. AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.341,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $924,000,  Roadway Improvement Cost: $1,524,000,  Total Project Cost: $2,586,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16776,  Location: 0.9 MI SE SHERIDAN RD (Lat: 36.185761,  Lng: -95.891569),  Route carried "on" structure: State highway 11,  Year Built: 1966,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,400 (year 2040),  Design Load: HS 20,  Features Intersected: AIRPORT RD. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.291,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,116,000,  Roadway Improvement Cost: $1,841,000,  Total Project Cost: $3,124,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16777,  Location: 0.9 MI SE SHERIDAN RD (Lat: 36.185517,  Lng: -95.891803),  Route carried "on" structure: State highway 11,  Year Built: 1966,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 19,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,640 (year 2040),  Design Load: HS 20,  Features Intersected: AIRPORT RD. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.291,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.88m (22.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,235,000,  Roadway Improvement Cost: $2,038,000,  Total Project Cost: $3,459,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16778,  Location: 6.69 MI E JCT I 244 (Lat: 36.164594,  Lng: -95.861339),  Route carried "on" structure: Interstate 244,  Year Built: 1966,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 44,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,360 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. 169 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.027,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,435,000,  Roadway Improvement Cost: $2,368,000,  Total Project Cost: $4,019,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16779,  Location: 6.69 MI E JCT I 444 (Lat: 36.165717,  Lng: -95.861336),  Route carried "on" structure: Interstate 244,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 45,150 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,240 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. 169 UNDER
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 22.027,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.57m (21.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,180,000,  Roadway Improvement Cost: $1,946,000,  Total Project Cost: $3,303,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16787,  Location: JCT SHERIDAN RD (Lat: 36.188714,  Lng: -95.904717),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: S.H. 11 UNDER,  Facility Carried by Structure: SHERIDAN RD. SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.843,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.79m (28.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,128,000,  Roadway Improvement Cost: $1,860,000,  Total Project Cost: $3,157,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16788,  Location: JCT SHERIDAN RD (Lat: 36.188611,  Lng: -95.904444),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: S.H. 11 UNDER,  Facility Carried by Structure: SHERIDAN RD. NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.875,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.31m (27.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,066,000,  Roadway Improvement Cost: $1,760,000,  Total Project Cost: $2,986,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16789,  Location: .53 MI E JCT US 169 (Lat: 36.165994,  Lng: -95.851250),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 UNDER,  Facility Carried by Structure: GARNETT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.961,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,745,000,  Roadway Improvement Cost: $2,879,000,  Total Project Cost: $4,885,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16793,  Location: 6.38 MI E JCT I 444 (Lat: 36.165019,  Lng: -95.866697),  Route carried "on" structure: Interstate 244,  Year Built: 1966,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 45,150 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,240 (year 2040),  Design Load: HS 20,  Features Intersected: MINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.528,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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,  Length Of Structure Improvement: 9.23m (30.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,368,000,  Roadway Improvement Cost: $3,907,000,  Total Project Cost: $6,630,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16794,  Location: 6.38 MI E JCT I 444 (Lat: 36.164114,  Lng: -95.866756),  Route carried "on" structure: Interstate 244,  Year Built: 1966,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 44,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,360 (year 2040),  Design Load: HS 20,  Features Intersected: MINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.528,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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 desirable criteria,  Length Of Structure Improvement: 9.23m (30.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,013,000,  Roadway Improvement Cost: $3,321,000,  Total Project Cost: $5,636,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16818,  Location: .01 MI E JCT US 169 (Lat: 36.164678,  Lng: -95.860094),  Route carried "on" structure: Ramp US 169,  Year Built: 1966,  Status: Open,  Structure Length: 18.44m (60.50ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.427,  Lanes on structure: 2,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 23.42m (76.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,005,000,  Roadway Improvement Cost: $4,500,000,  Total Project Cost: $7,929,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16858,  Location: 2100 S 121 E AVE (Lat: 36.132422,  Lng: -95.841728),  Route carried "on" structure: City street N4025,  Year Built: 1967,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: TUPELO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.34m (10.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $270,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16926,  Location: 4.24 MI E JCT I 444 (Lat: 36.162778,  Lng: -95.904722),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 EB UNDER,  Facility Carried by Structure: SHERIDAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.084,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,847,000,  Roadway Improvement Cost: $3,048,000,  Total Project Cost: $5,172,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16927,  Location: 4.24 MI E JCT I 444 (Lat: 36.163333,  Lng: -95.904722),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 WB UNDER,  Facility Carried by Structure: SHERIDAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.084,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,847,000,  Roadway Improvement Cost: $3,048,000,  Total Project Cost: $5,172,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16961,  Location: 4.74 MI E JCT I 444 (Lat: 36.161822,  Lng: -95.895844),  Route carried "on" structure: Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 70,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 112,960 (year 2040),  Design Load: HS 20,  Features Intersected: 73RD E AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.890,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,445,000,  Roadway Improvement Cost: $2,384,000,  Total Project Cost: $4,045,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16962,  Location: 5.74 MI E JCT I 444 (Lat: 36.162947,  Lng: -95.877978),  Route carried "on" structure: Interstate 244,  Year Built: 1967,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 45,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,160 (year 2040),  Design Load: HS 20,  Features Intersected: 89TH E AVENUE UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.498,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,265,000,  Roadway Improvement Cost: $2,087,000,  Total Project Cost: $3,542,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16963,  Location: 5.74 MI E JCT I 444 (Lat: 36.162369,  Lng: -95.877964),  Route carried "on" structure: Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,200 (year 2040),  Design Load: HS 20,  Features Intersected: 89TH E AVENUE UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.498,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,233,000,  Roadway Improvement Cost: $2,035,000,  Total Project Cost: $3,453,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16967,  Location: 5.39 MI E JCT I 444 (Lat: 36.162222,  Lng: -95.884444),  Route carried "on" structure: Ramp Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 36,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,600 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 RAMP W-N UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.937,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $676,000,  Roadway Improvement Cost: $1,116,000,  Total Project Cost: $1,893,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16969,  Location: 5.51 MI E JCT I 444 (Lat: 36.162778,  Lng: -95.882222),  Route carried "on" structure: Ramp Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 56,800 (year 2040),  Design Load: HL 93,  Features Intersected: I-244 / US 412 WB UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.394,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.77m (18.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $740,000,  Roadway Improvement Cost: $1,221,000,  Total Project Cost: $2,071,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16974,  Location: 1.66 MI E JCT I-444 (Lat: 36.160094,  Lng: -95.949478),  Route carried "on" structure: Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 62,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 100,160 (year 2040),  Design Load: HS 20,  Features Intersected: DELAWARE AVE. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.918,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,693,000,  Roadway Improvement Cost: $2,794,000,  Total Project Cost: $4,741,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16975,  Location: 6.26 MI E JCT I 444 (Lat: 36.164661,  Lng: -95.868967),  Route carried "on" structure: Interstate 244,  Year Built: 1967,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 45,150 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,240 (year 2040),  Design Load: HS 20,  Features Intersected: MINGO ROAD UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.335,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.89m (19.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,284,000,  Roadway Improvement Cost: $2,119,000,  Total Project Cost: $3,596,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16976,  Location: 6.26 MI E JCT I 444 (Lat: 36.164075,  Lng: -95.868964),  Route carried "on" structure: Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 44,550 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,280 (year 2040),  Design Load: HS 20,  Features Intersected: MINGO ROAD UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.335,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,834,000,  Roadway Improvement Cost: $3,027,000,  Total Project Cost: $5,136,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16977,  Location: 5.45 MI E JCT I 444 (Lat: 36.163056,  Lng: -95.883333),  Route carried "on" structure: Ramp Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 56,800 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 WB UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.032,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $795,000,  Roadway Improvement Cost: $1,312,000,  Total Project Cost: $2,226,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16983,  Location: 5.25 MI E JCT I 444 (Lat: 36.162778,  Lng: -95.886667),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 WB UNDER,  Facility Carried by Structure: MEMORIAL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.710,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.36m (24.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,888,000,  Roadway Improvement Cost: $3,116,000,  Total Project Cost: $5,288,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16986,  Location: 5.48 MI E JCT I 444 (Lat: 36.164069,  Lng: -95.882694),  Route carried "on" structure: Ramp Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 36,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,600 (year 2040),  Design Load: HS 20,  Features Intersected: S.H. 11 N-E RAMP UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.080,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $844,000,  Roadway Improvement Cost: $1,393,000,  Total Project Cost: $2,363,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1699,  Location: 9.1 MI N & E OF I-44 (Lat: 36.159444,  Lng: -95.940278),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HL 93,  Features Intersected: I-244 UNDER,  Facility Carried by Structure: HARVARD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.754,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 26.4m (86.6ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,258,000,  Roadway Improvement Cost: $3,725,000,  Total Project Cost: $6,322,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16991,  Location: 2.67 MI E JCT I 444 (Lat: 36.159167,  Lng: -95.931389),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HL 93,  Features Intersected: I-244 UNDER,  Facility Carried by Structure: PITTSBURG AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.559,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,258,000,  Roadway Improvement Cost: $3,725,000,  Total Project Cost: $6,322,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16992,  Location: 10.1 MI N & E I-44 (Lat: 36.158889,  Lng: -95.922500),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HL 93,  Features Intersected: I-244 UNDER,  Facility Carried by Structure: YALE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.364,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.83m (28.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,266,000,  Roadway Improvement Cost: $3,739,000,  Total Project Cost: $6,346,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16998,  Location: 5.54 MI E JCT I 444 (Lat: 36.161842,  Lng: -95.881472),  Route carried "on" structure: Ramp Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 56,800 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 EB & MEMORIAL RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.087,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,167,000,  Roadway Improvement Cost: $1,926,000,  Total Project Cost: $3,269,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17022,  Location: 2.4 MI E US 169 (Lat: 36.161389,  Lng: -95.826389),  Route carried "on" structure: Interstate 244,  Year Built: 1967,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 38,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 62,240 (year 2040),  Design Load: HS 20,  Features Intersected: I-44 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.214,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.79m (45.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,082,000,  Roadway Improvement Cost: $3,435,000,  Total Project Cost: $5,829,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17041,  Location: 3.62 MI E JCT I 444 (Lat: 36.160175,  Lng: -95.914875),  Route carried "on" structure: Interstate 244,  Year Built: 1967,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 18.47m (60.60ft),  Average Daily Traffic: 70,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 112,960 (year 2040),  Design Load: HS 20,  Features Intersected: ADMIRAL PL. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.088,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.14m (85.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $6,707,000,  Roadway Improvement Cost: $4,500,000,  Total Project Cost: $11,842,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17122,  Location: 5550 N. FRANKFORT AVE. (Lat: 36.234886,  Lng: -95.990467),  Route carried "on" structure: City street N3941,  Year Built: 1968,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 320 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 512 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: BUSINESS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.6 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.34m (10.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)

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Structure Number: 17139,  Location: 1.6 MI SE SHERIDAN RD (Lat: 36.177456,  Lng: -95.885417),  Route carried "on" structure: State highway 11,  Year Built: 1968,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 34,300 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 54,880 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.224,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 44.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $394,000,  Roadway Improvement Cost: $650,000,  Total Project Cost: $1,103,000 ( Estimate for 2015)

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Structure Number: 1714,  Location: 1.6 MI SE SHERIDAN RD (Lat: 36.177656,  Lng: -95.884572),  Route carried "on" structure: Ramp State highway 11,  Year Built: 1968,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,200 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.224,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 44.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)

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Structure Number: 17168,  Location: 1700 W. CHAS PAGE BLVD. (Lat: 36.151786,  Lng: -96.013061),  Route carried "on" structure: City street 8322,  Year Built: 1968,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 9,341 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,946 (year 2040),  Design Load: HS 20,  Features Intersected: PARKVIEW DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  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: 1.8m (5.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Very good,  Culverts: Poor,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Equal to present minimum criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1724,  Location: 1.17 MI E JCT I-444 (Lat: 36.160556,  Lng: -95.958056),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-244 UNDER,  Facility Carried by Structure: LEWIS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.147,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,919,000,  Roadway Improvement Cost: $3,166,000,  Total Project Cost: $5,373,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete