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

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Structure Number: 785,  Location: .2W POST ROAD (Lat: 35.449525,  Lng: -97.357336),  Route carried "on" structure: City street E1080,  Year Built: 1920,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 13,407 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,451 (year 2040),  Design Load: HS 20,  Features Intersected: SOLDIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.803,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.72m (8.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 5849,  Location: .5E OF WESTMINSTER RD. (Lat: 35.464019,  Lng: -97.327092),  Route carried "on" structure: City street E1070,  Year Built: 1938,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,408 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,053 (year 2040),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.940,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.72m (8.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 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: Bituminous

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Structure Number: 6202,  Location: .3E OF SOONER RD. (Lat: 35.464028,  Lng: -97.418550),  Route carried "on" structure: City street E1070,  Year Built: 1938,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 25,175 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 40,280 (year 2040),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.595,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 6363,  Location: .45E OF SOONER RD (Lat: 35.478544,  Lng: -97.416183),  Route carried "on" structure: City street E1060,  Year Built: 1938,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,440 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,304 (year 2040),  Features Intersected: CRUTCHO CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.250,  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: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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,  Length Of Structure Improvement: 2.72m (8.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 10001,  Location: .3E SOONER RD. (Lat: 35.435144,  Lng: -97.417672),  Route carried "on" structure: City street E1090,  Year Built: 1942,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,800 (year 2040),  Design Load: H 20,  Features Intersected: CRUTCHO CREEK,  Facility Carried by Structure: SE 29TH ST(1090)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.399,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $675,000,  Roadway Improvement Cost: $371,000,  Total Project Cost: $1,060,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13136,  Location: .4E SOONER RD (Lat: 35.435172,  Lng: -97.413622),  Route carried "on" structure: City street E1090,  Year Built: 1954,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 21,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,080 (year 2040),  Design Load: HS 20,  Features Intersected: KUHLMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.399,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Serious,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.98m (9.78ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: September 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: Bituminous

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Structure Number: 15142,  Location: 3.7 MI E OF JCT I35 (Lat: 35.440064,  Lng: -97.416394),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: H 20,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: HUDIBURG DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.744,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State 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: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.3 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,950,000,  Roadway Improvement Cost: $3,217,000,  Total Project Cost: $5,460,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1533,  Location: 5.6 MI E OF JCT I35 (Lat: 35.434694,  Lng: -97.386850),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 24 (year 2020),  Average Future Daily Traffic: 24 (year 2040),  Design Load: HS 20,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: A AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.689,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,570,000,  Roadway Improvement Cost: $2,591,000,  Total Project Cost: $4,396,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15339,  Location: 4.9 MI E OF JCT I35 (Lat: 35.434111,  Lng: -97.397433),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: TOWN CENTER DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.723,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  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: Better than 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: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,437,000,  Roadway Improvement Cost: $2,371,000,  Total Project Cost: $4,023,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other

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Structure Number: 1534,  Location: 4.9 MI E OF JCT I35 (Lat: 35.434111,  Lng: -97.397244),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: TOWN CENTER DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.739,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,437,000,  Roadway Improvement Cost: $2,371,000,  Total Project Cost: $4,023,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other

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Structure Number: 15553,  Location: 4.4 MI E OF JCT I35 (Lat: 35.434117,  Lng: -97.406314),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 56,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 89,600 (year 2040),  Design Load: HS 20,  Features Intersected: AIR DEPOT UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.935,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.5 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: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,488,000,  Roadway Improvement Cost: $2,455,000,  Total Project Cost: $4,167,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15564,  Location: 4.1 MI E OF JCT I35 (Lat: 35.435475,  Lng: -97.410756),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 31,050 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,680 (year 2040),  Design Load: HS 20,  Features Intersected: SE 29 (FAU9420) UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.484,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 48.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.95m (32.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,787,000,  Roadway Improvement Cost: $2,948,000,  Total Project Cost: $5,003,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 15565,  Location: 4.1 MI E OF JCT I35 (Lat: 35.435475,  Lng: -97.410350),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.84m (25.72ft),  Average Daily Traffic: 31,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,240 (year 2040),  Design Load: HS 20,  Features Intersected: FAU 9420 (SE 29) UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.484,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.95m (32.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,787,000,  Roadway Improvement Cost: $2,948,000,  Total Project Cost: $5,003,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16922,  Location: .5E OF MIDWEST BLVD. (Lat: 35.464006,  Lng: -97.380369),  Route carried "on" structure: City street E1070,  Year Built: 1967,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 23,021 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,834 (year 2040),  Design Load: H 20,  Features Intersected: SOLDIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.813,  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: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 17451,  Location: .1W OF MIDWEST BLVD (Lat: 35.478517,  Lng: -97.389483),  Route carried "on" structure: City street E1060,  Year Built: 1969,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 12,149 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,438 (year 2040),  Design Load: HS 20,  Features Intersected: SOLDIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.664,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 17914,  Location: 3.5 MI E OF JCT I-35 (Lat: 35.493094,  Lng: -97.404514),  Route carried "on" structure: US 62,  Year Built: 1970,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,400 (year 2040),  Design Load: HS 20,  Features Intersected: CRUTCHO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.933,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present 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: August 2021,  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

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Structure Number: 17998,  Location: .2E DOUGLAS BLVD (Lat: 35.435092,  Lng: -97.365731),  Route carried "on" structure: City street E1090,  Year Built: 1971,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 13,563 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,701 (year 2040),  Design Load: HS 20,  Features Intersected: SOLDIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.067,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Good,  Culverts: Serious,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: 3.83m (12.57ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 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: Bituminous

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Structure Number: 18382,  Location: .15W OF AIR DEPOT (Lat: 35.442208,  Lng: -97.408794),  Route carried "on" structure: City street E1085,  Year Built: 1973,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 1,152 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,843 (year 2040),  Design Load: HS 20,  Features Intersected: CRUTCHO CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 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: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.72m (8.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 18422,  Location: 5.8 MI E OF JCT I-35 (Lat: 35.492911,  Lng: -97.362186),  Route carried "on" structure: US 62,  Year Built: 1973,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,200 (year 2040),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.461,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)

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Structure Number: 18701,  Location: .5E OF S MIDWEST BLVD (Lat: 35.449572,  Lng: -97.381364),  Route carried "on" structure: City street E1080,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 15,200 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,320 (year 2040),  Design Load: H 20,  Features Intersected: SOLDIER CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.711,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.66m (8.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 18702,  Location: .8E MIDWEST BLVD (Lat: 35.449600,  Lng: -97.373672),  Route carried "on" structure: City street E1080,  Year Built: 1940,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 16,664 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,662 (year 2040),  Design Load: H 20,  Features Intersected: SOLDIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.354,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.83m (12.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 19469,  Location: .65E OF N SOONER RD (Lat: 35.478567,  Lng: -97.412350),  Route carried "on" structure: City street E1060,  Year Built: 1978,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 11,441 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,306 (year 2040),  Design Load: HS 20,  Features Intersected: CRUTCHO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.572,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  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: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.07m (26.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $824,000,  Roadway Improvement Cost: $453,000,  Total Project Cost: $1,298,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21324,  Location: .5N SE 29TH ON SOONER RD (Lat: 35.444114,  Lng: -97.423708),  Route carried "on" structure: City street N3130,  Year Built: 1986,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20,  Features Intersected: CRUTCHO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.137,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.51m (27.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $869,000,  Roadway Improvement Cost: $478,000,  Total Project Cost: $1,370,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 25244,  Location: .6N NE10TH ON AIR DEPOT (Lat: 35.486222,  Lng: -97.406447),  Route carried "on" structure: City street N3140,  Year Built: 1998,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 8,201 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,122 (year 2040),  Design Load: HL 93,  Features Intersected: CRUTCHO CREEK,  Facility Carried by Structure: N AIRDEPOT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.792,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.53m (24.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $769,000,  Roadway Improvement Cost: $423,000,  Total Project Cost: $1,210,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 25286,  Location: .2S OF SE 15 ST (Lat: 35.446969,  Lng: -97.353344),  Route carried "on" structure: City street N3170,  Year Built: 1998,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 13,407 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,451 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.803,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.22m (13.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 27378,  Location: .5N SE 29TH ST (Lat: 35.442378,  Lng: -97.371100),  Route carried "on" structure: City street N3160,  Year Built: 2004,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 21,763 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,821 (year 2040),  Features Intersected: SOLDIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Very good,  Culverts: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: Bituminous

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Structure Number: 27973,  Location: 1.4N OF SE 29TH ON DOUGLA (Lat: 35.455083,  Lng: -97.370989),  Route carried "on" structure: City street N3160,  Year Built: 2004,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 17,768 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,429 (year 2040),  Features Intersected: SOLDIER CREEK TRIB.,  Facility Carried by Structure: DOUGLAS BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $600,000,  Total Project Cost: $1,150,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29725,  Location: .2N OF SE 15TH ON POST (Lat: 35.452778,  Lng: -97.353333),  Route carried "on" structure: City street N3170,  Year Built: 1940,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,656 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,449 (year 2040),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 20 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: 19.7m (64.6ft),  Out-to-Out Width: 32.5m (106.6ft)

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: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30657,  Location: NE 10TH & MIDWEST BLVD (Lat: 35.478056,  Lng: -97.388611),  Route carried "on" structure: City street N3150,  Year Built: 2014,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 9,950 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,920 (year 2040),  Design Load: HS 20,  Features Intersected: SOLDIER CREEK,  Facility Carried by Structure: N MIDWEST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 30974,  Location: 200' EAST OF ANDERSON RD (Lat: 35.449881,  Lng: -97.317364),  Route carried "on" structure: City street E1080,  Year Built: 2017,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 8,250 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,176 (year 2040),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 30975,  Location: .2 EAST OF WESTMINSTER RD (Lat: 35.449886,  Lng: -97.332983),  Route carried "on" structure: City street E1080,  Year Built: 2017,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,176 (year 2040),  Features Intersected: CHOCTAW CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $225,000

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Structure Number: 30976,  Location: .5 EAST OF S WESTMINISTER (Lat: 35.449892,  Lng: -97.325997),  Route carried "on" structure: City street E1080,  Year Built: 2017,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,176 (year 2040),  Design Load: HS 20,  Features Intersected: CHOCTAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.5 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: October 2021,  Total Project Cost: $225,000

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Structure Number: 15142,  Location: 3.7 MI E OF JCT I35 (Lat: 35.440064,  Lng: -97.416394),  Route carried "under" structure: Interstate 40,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 62,100 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: HUDIBURG DR
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 5.744,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 1533,  Location: 5.6 MI E OF JCT I35 (Lat: 35.434694,  Lng: -97.386850),  Route carried "under" structure: Interstate 40,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 50,900 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: A AVE.
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 8.689,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 15339,  Location: 4.9 MI E OF JCT I35 (Lat: 35.434111,  Lng: -97.397433),  Route carried "under" structure: Interstate 40,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: TOWN CENTER DR.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 7.723,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1534,  Location: 4.9 MI E OF JCT I35 (Lat: 35.434111,  Lng: -97.397244),  Route carried "under" structure: Interstate 40,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: TOWN CENTER DR.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 7.739,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 15553,  Location: 4.4 MI E OF JCT I35 (Lat: 35.434117,  Lng: -97.406314),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: AIR DEPOT UNDER,  Facility Carried by Structure: I-40
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 6.935,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 15564,  Location: 4.1 MI E OF JCT I35 (Lat: 35.435475,  Lng: -97.410756),  Route carried "under" structure: City street 9420,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: SE 29 (FAU9420) UNDER,  Facility Carried by Structure: I-40 EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.484,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 15565,  Location: 4.1 MI E OF JCT I35 (Lat: 35.435475,  Lng: -97.410350),  Route carried "under" structure: City street 9420,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: FAU 9420 (SE 29) UNDER,  Facility Carried by Structure: I-40 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.484,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)