Bridge Statistics for Burkburnett, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 32430015602002,  Location: 0.3 MI W OF IH 44 (Lat: 34.100550,  Lng: -98.551647),  Route carried "on" structure: State highway 267,  Year Built: 1921,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,241 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,600 (year 2033),  Features Intersected: TRIB OF WILDHORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.198,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015602003,  Location: 1.20 MI SE OF IH 44 (Lat: 34.066919,  Lng: -98.540542),  Route carried "on" structure: State highway 240,  Year Built: 1920,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,275 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,150 (year 2033),  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.406,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015602004,  Location: 0.15 MI S OF FM 1177 (Lat: 34.047811,  Lng: -98.525203),  Route carried "on" structure: State highway 240,  Year Built: 1918,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,987 (year 2015),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,170 (year 2033),  Features Intersected: TRIB OF GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.139,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3243001560704,  Location: 0.85 MI SW OF TX/OKLA SL (Lat: 34.100244,  Lng: -98.546967),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 6,929 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,360 (year 2033),  Design Load: HS 20,  Features Intersected: LOOP 267/SH 240
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.691,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430015607041,  Location: 0.85 MI SW OF TX/OKLA SL (Lat: 34.100103,  Lng: -98.546839),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 6,964 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,360 (year 2033),  Design Load: HS 20,  Features Intersected: LOOP 267/SH 240
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.691,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430015607042,  Location: 0.15 MI S OF LOOP 267 (Lat: 34.099022,  Lng: -98.548683),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,114 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,720 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF WILDHORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.465,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 32430015607043,  Location: 0.9 MI SW OF LOOP 267 (Lat: 34.091375,  Lng: -98.557458),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 6,929 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,360 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 383/GLENDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.278,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430015607044,  Location: 0.9 MI SW OF LOOP 267 (Lat: 34.091353,  Lng: -98.557247),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 6,964 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,360 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 383/GLENDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.278,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430015607045,  Location: 0.14 MI S OF SPUR 383 (Lat: 34.089303,  Lng: -98.557000),  Route carried "on" structure: ServiceInterstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,100 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,620 (year 2030),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.025,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 32430015607046,  Location: 1.65 MI N OF FM 3429 (Lat: 34.079925,  Lng: -98.557692),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 6,929 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,360 (year 2033),  Design Load: HS 20,  Features Intersected: SH 240/LOOP 267 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.984,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607047,  Location: 1.65 MI NORTH OF FM 3429 (Lat: 34.079633,  Lng: -98.557381),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 6,964 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,360 (year 2033),  Design Load: HS 20,  Features Intersected: SH 240/LOOP 267 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.984,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607048,  Location: 1.55 MI NORTH OF FM 3429 (Lat: 34.078514,  Lng: -98.557722),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 6,929 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,360 (year 2033),  Design Load: HS 20,  Features Intersected: SH 240/LOOP 267 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.824,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607049,  Location: 1.55 MI NORTH OF FM 3429 (Lat: 34.078186,  Lng: -98.557403),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 9,277 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,360 (year 2033),  Design Load: HS 20,  Features Intersected: SH 240/LOOP 267 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.824,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3243001560705,  Location: 1.0 MI S OF SH 240 (Lat: 34.064664,  Lng: -98.557731),  Route carried "on" structure: ServiceInterstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 110 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 160 (year 2033),  Design Load: H 20,  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.281,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607051,  Location: 1.00 MI S OF SH 240 (Lat: 34.064631,  Lng: -98.557506),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 9,318 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,480 (year 2033),  Design Load: HS 20,  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.281,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607052,  Location: 1.0 MI S OF SH 240 (Lat: 34.064214,  Lng: -98.557167),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 9,277 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,480 (year 2033),  Design Load: HS 20,  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.281,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607053,  Location: 1.0 MI S OF SH 240 (Lat: 34.064161,  Lng: -98.556922),  Route carried "on" structure: ServiceInterstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 830 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,170 (year 2033),  Design Load: H 20,  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.281,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607054,  Location: 1.55 MI S OF SH 240 (Lat: 34.055731,  Lng: -98.557167),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 11,317 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,480 (year 2033),  Design Load: HS 20,  Features Intersected: DANIELS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.322,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607055,  Location: 1.55 MI S OF SH 240 (Lat: 34.055731,  Lng: -98.556953),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 11,556 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,480 (year 2033),  Design Load: HS 20,  Features Intersected: DANIELS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.322,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607056,  Location: 0.7 MI S OF FM 3429 (Lat: 34.045564,  Lng: -98.557933),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 22,291 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,590 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.158,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 32430015607066,  Location: TEXAS & OKLA STATE LINE (Lat: 34.107067,  Lng: -98.536078),  Route carried "on" structure: Interstate 44,  Year Built: 1978,  Status: Open,  Structure Length: 116.10m (380.91ft),  Average Daily Traffic: 5,630 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,880 (year 2033),  Design Load: HS 20,  Features Intersected: RED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.268,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 47,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3243001560709,  Location: AT OKLAHOMA STATE LINE (Lat: 34.107222,  Lng: -98.536181),  Route carried "on" structure: Interstate 44,  Year Built: 2003,  Status: Open,  Structure Length: 119.42m (391.80ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,000 (year 2030),  Design Load: HL 93,  Features Intersected: RED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.371,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 48,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430015607207,  Location: 0.95 MI S OF FM 3429 (Lat: 34.042131,  Lng: -98.559208),  Route carried "on" structure: ServiceInterstate 44,  Year Built: 2015,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,900 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,660 (year 2030),  Design Load: HL 93,  Features Intersected: TRIB OF GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.778,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3243005140401,  Location: 0.15 MI E OF SH 240 (Lat: 34.049653,  Lng: -98.522553),  Route carried "on" structure: State highway 1177,  Year Built: 1930,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,109 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,620 (year 2033),  Features Intersected: TRIB OF GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.291,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430080201007,  Location: 4.15 MI S OF SH 240 (Lat: 34.037331,  Lng: -98.601978),  Route carried "on" structure: State highway 369,  Year Built: 1960,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,346 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,420 (year 2033),  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.690,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: May 2020

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Structure Number: 32430080201008,  Location: 1.8 MI S OF SH 240 (Lat: 34.070342,  Lng: -98.596725),  Route carried "on" structure: State highway 369,  Year Built: 1960,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,317 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,860 (year 2033),  Features Intersected: TRIB OF GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.881,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  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: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430320301001,  Location: 0.50 MI W OF IH 44 (Lat: 34.056411,  Lng: -98.565050),  Route carried "on" structure: State highway 3429,  Year Built: 1984,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,210 (year 2033),  Design Load: HS 20,  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.892,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 16.5m (54.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430320301002,  Location: 0.65 MI NW OF IH 44 (Lat: 34.059131,  Lng: -98.565814),  Route carried "on" structure: State highway 3429,  Year Built: 1931,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,210 (year 2033),  Features Intersected: TRIB OF GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.594,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: May 2020

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Structure Number: 32430AA0109002,  Location: 0.75 MI E OF FM 369 (Lat: 34.052025,  Lng: -98.588514),  Route carried "on" structure: County highway 109,  Year Built: 2020,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 140 (year 2010),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: Gilbert Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430AA0122001,  Location: 0.6 MI N OF CO RD 121 (Lat: 34.041992,  Lng: -98.641983),  Route carried "on" structure: County highway 122,  Year Built: 1937,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20 (year 2010),  Average Future Daily Traffic: 40 (year 2030),  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 32430AA0126001,  Location: 0.9 MI E OF CO RD 132 (Lat: 34.138333,  Lng: -98.620697),  Route carried "on" structure: County highway 126,  Year Built: 2015,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 40 (year 2030),  Design Load: HL 93,  Features Intersected: WILDHORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  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: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $83,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $159,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32430AA0126002,  Location: 2.4 MI SE OF CO RD 132 (Lat: 34.120525,  Lng: -98.613214),  Route carried "on" structure: County highway 126,  Year Built: 1935,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 70 (year 2010),  Average Future Daily Traffic: 140 (year 2030),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430AA0364001,  Location: 0.45 MI. N OF GRESHAM RD. (Lat: 34.109964,  Lng: -98.577789),  Route carried "on" structure: County highway 364,  Year Built: 2013,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 171 (year 2020),  Average Future Daily Traffic: 520 (year 2030),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430AA0369001,  Location: 0.70 MI N OF FM 1177 (Lat: 34.060050,  Lng: -98.515572),  Route carried "on" structure: County highway 369,  Year Built: 1962,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 100 (year 2010),  Average Future Daily Traffic: 200 (year 2030),  Features Intersected: GILBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430AA0465001,  Location: 0.90 MI N OF ROLLER RD (Lat: 34.065100,  Lng: -98.589581),  Route carried "on" structure: County highway 465,  Year Built: 1927,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 150 (year 2010),  Average Future Daily Traffic: 300 (year 2030),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430C00075001,  Location: 0.5 MI N OF DANIELS RD (Lat: 34.063764,  Lng: -98.552594),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 630 (year 2010),  Average Future Daily Traffic: 1,200 (year 2030),  Features Intersected: GILBERT CREEK,  Facility Carried by Structure: BISHOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3243001560704,  Location: 0.85 MI SW OF TX/OKLA SL (Lat: 34.100244,  Lng: -98.546967),  Route carried "under" structure: State highway 267,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,140 (year 2013),  Truck Traffic: 16%,  Features Intersected: LOOP 267/SH 240,  Facility Carried by Structure: IH 44 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.650,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 32430015607041,  Location: 0.85 MI SW OF TX/OKLA SL (Lat: 34.100103,  Lng: -98.546839),  Route carried "under" structure: State highway 267,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,140 (year 2013),  Truck Traffic: 16%,  Features Intersected: LOOP 267/SH 240,  Facility Carried by Structure: IH 44 NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 1.670,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 32430015607043,  Location: 0.9 MI SW OF LOOP 267 (Lat: 34.091375,  Lng: -98.557458),  Route carried "under" structure: Business State highway 383,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,940 (year 2013),  Truck Traffic: 2%,  Features Intersected: SPUR 383/GLENDALE ST,  Facility Carried by Structure: IH 44 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.270,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32430015607044,  Location: 0.9 MI SW OF LOOP 267 (Lat: 34.091353,  Lng: -98.557247),  Route carried "under" structure: Business State highway 383,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,120 (year 2010),  Truck Traffic: 3%,  Features Intersected: SPUR 383/GLENDALE ST,  Facility Carried by Structure: IH 44 NB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.285,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32430015607046,  Location: 1.65 MI N OF FM 3429 (Lat: 34.079925,  Lng: -98.557692),  Route carried "under" structure: State highway 240,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: SH 240/LOOP 267 WB,  Facility Carried by Structure: IH 44 SB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 5.118,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 32430015607047,  Location: 1.65 MI NORTH OF FM 3429 (Lat: 34.079633,  Lng: -98.557381),  Route carried "under" structure: Business State highway 240,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: SH 240/LOOP 267 WB,  Facility Carried by Structure: IH 44 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 5.118,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 32430015607048,  Location: 1.55 MI NORTH OF FM 3429 (Lat: 34.078514,  Lng: -98.557722),  Route carried "under" structure: Business State highway 240,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: SH 240/LOOP 267 EB,  Facility Carried by Structure: IH 44 SB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 5.386,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 32430015607049,  Location: 1.55 MI NORTH OF FM 3429 (Lat: 34.078186,  Lng: -98.557403),  Route carried "under" structure: Business State highway 240,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: SH 240/LOOP 267 EB,  Facility Carried by Structure: IH 44 NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 5.386,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 32430015607054,  Location: 1.55 MI S OF SH 240 (Lat: 34.055731,  Lng: -98.557167),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Features Intersected: DANIELS RD,  Facility Carried by Structure: IH 44 SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 32430015607055,  Location: 1.55 MI S OF SH 240 (Lat: 34.055731,  Lng: -98.556953),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Features Intersected: DANIELS RD,  Facility Carried by Structure: IH 44 NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)