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

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Structure Number: 32430004308052,  Location: 1.1 MI E OF BURNETT RD (Lat: 33.971100,  Lng: -98.749578),  Route carried "on" structure: US 287,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 12,227 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 23,310 (year 2033),  Design Load: HS 15,  Features Intersected: NORTH FORK BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.375,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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: 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: 32430004308053,  Location: 1.15 MI W OF BUS 287 (Lat: 33.965681,  Lng: -98.710419),  Route carried "on" structure: US 287,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 12,227 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 23,310 (year 2033),  Design Load: H 15,  Features Intersected: STEVENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.080,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

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: May 2020

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Structure Number: 32430004308136,  Location: 3.4 MI E OF BUS 287/LP477 (Lat: 33.971261,  Lng: -98.769128),  Route carried "on" structure: US 287,  Year Built: 1970,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,320 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 11,650 (year 2033),  Design Load: HS 20,  Features Intersected: BURNETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.528,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 24.5 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: Better than present minimum criteria,  Underclear: Better than 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: 32430004308138,  Location: 0.1 MI W OF HARMONY RD (Lat: 33.967575,  Lng: -98.727239),  Route carried "on" structure: US 287,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,227 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 23,310 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.530,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: 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: 32430004308139,  Location: 2.00 MI W OF BUS 287 (Lat: 33.966908,  Lng: -98.725533),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 170 (year 2010),  Average Future Daily Traffic: 350 (year 2030),  Design Load: H 20,  Features Intersected: US 287,  Facility Carried by Structure: HARMONY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable 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

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Structure Number: 3243000430814,  Location: 1.2 MI W OF BUS 287 (Lat: 33.966325,  Lng: -98.709981),  Route carried "on" structure: Ramp US 287,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,660 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 2,330 (year 2033),  Design Load: HS 20,  Features Intersected: STEVENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.121,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 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: 32430004308141,  Location: 1.15 MI W OF BUS 287 (Lat: 33.966808,  Lng: -98.709958),  Route carried "on" structure: ServiceUS 287,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 30 (year 2013),  Truck Traffic: 34%,  Average Future Daily Traffic: 50 (year 2033),  Design Load: HS 20,  Features Intersected: STEVENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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: 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: 32430004308163,  Location: 3.4 MI E OF BUS 287/LP477 (Lat: 33.971439,  Lng: -98.769128),  Route carried "on" structure: US 287,  Year Built: 1970,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,320 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 11,650 (year 2033),  Design Load: HS 20,  Features Intersected: BURNETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.528,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 24.5 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: Better than 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430004309075,  Location: 1.00 MI W OF FM 368 (Lat: 33.965869,  Lng: -98.690544),  Route carried "on" structure: US 287,  Year Built: 1961,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 8,320 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 11,650 (year 2033),  Design Load: HS 20,  Features Intersected: BU 287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.796,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430004309076,  Location: 1.00 MI W OF FM 368 (Lat: 33.965686,  Lng: -98.690561),  Route carried "on" structure: US 287,  Year Built: 1961,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 8,320 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 11,650 (year 2033),  Design Load: HS 20,  Features Intersected: BU 287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.796,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430004309077,  Location: 0.13 MI E OF BUS 287 (Lat: 33.965764,  Lng: -98.688381),  Route carried "on" structure: US 287,  Year Built: 1961,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 18,075 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 25,300 (year 2033),  Features Intersected: TRIB OF BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.028,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: 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: May 2020

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Structure Number: 32430004309078,  Location: 1.0 MI E OF BUS 287 (Lat: 33.965861,  Lng: -98.673053),  Route carried "on" structure: US 287,  Year Built: 1961,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 9,030 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 12,650 (year 2033),  Design Load: HS 20,  Features Intersected: FM 368
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.411,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Wearing Surface: Bituminous

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Structure Number: 32430004309079,  Location: 1.0 MI E OF BUS 287 (Lat: 33.965681,  Lng: -98.673047),  Route carried "on" structure: US 287,  Year Built: 1961,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 9,030 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 12,650 (year 2033),  Design Load: HS 20,  Features Intersected: FM 368
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.411,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3243000430908,  Location: 0.18 MI E OF FM 368 (Lat: 33.965764,  Lng: -98.669800),  Route carried "on" structure: US 287,  Year Built: 1961,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 14,099 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 29,130 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.737,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

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: 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: May 2020

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Structure Number: 32430004309081,  Location: 1.00 MI E OF FM 368 (Lat: 33.964264,  Lng: -98.655558),  Route carried "on" structure: US 287,  Year Built: 1961,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 10,400 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 14,560 (year 2033),  Design Load: HS 20,  Features Intersected: BELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.049,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.0 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430004309082,  Location: 1.00 MI E OF FM 368 (Lat: 33.964083,  Lng: -98.655558),  Route carried "on" structure: US 287,  Year Built: 1961,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 11,490 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 16,090 (year 2033),  Design Load: HS 20,  Features Intersected: BELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.068,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 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: Better than 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430004309083,  Location: 1.83 MI E OF FM 368 (Lat: 33.962011,  Lng: -98.641736),  Route carried "on" structure: US 287,  Year Built: 1961,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 22,990 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 32,190 (year 2033),  Features Intersected: WEST FORK OF POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.359,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

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: 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: 3243000430918,  Location: 2.05 MI W OF FM 369 (Lat: 33.961481,  Lng: -98.638450),  Route carried "on" structure: County highway 121,  Year Built: 1991,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 229 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2028),  Design Load: HS 20,  Features Intersected: US 287,  Facility Carried by Structure: PETERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable 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

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Structure Number: 32430004317043,  Location: 0.80 MI E OF FM 1814 (Lat: 33.946942,  Lng: -98.641542),  Route carried "on" structure: Business State highway 287,  Year Built: 1936,  Year Reconstructed: 1939,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,020 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,620 (year 2033),  Design Load: H 15,  Features Intersected: WEST FORK OF POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.453,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  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: 19.4m (63.6ft),  Out-to-Out Width: 20.5m (67.3ft)

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: 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: 32430004317164,  Location: 0.5 MI S OF US 287 (Lat: 33.961133,  Lng: -98.685889),  Route carried "on" structure: Business State highway 287,  Year Built: 1940,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,560 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,980 (year 2033),  Design Load: H 15,  Features Intersected: TRIB OF BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.836,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 21.5m (70.5ft)

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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430068104012,  Location: 1.6 MI W OF FM 368 (Lat: 33.922189,  Lng: -98.732631),  Route carried "on" structure: State highway 367,  Year Built: 1930,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 292 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 410 (year 2033),  Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.968,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  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,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 32430068104013,  Location: 0.40 MI W OF FM 368 (Lat: 33.926044,  Lng: -98.678814),  Route carried "on" structure: State highway 367,  Year Built: 1930,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,593 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,330 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.005,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 32430068104014,  Location: 0.38 MI W OF FM 368 N (Lat: 33.926044,  Lng: -98.678100),  Route carried "on" structure: State highway 367,  Year Built: 1930,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,593 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,330 (year 2033),  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.066,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 32430080401016,  Location: 0.15 N OF FM 1206 (Lat: 33.896878,  Lng: -98.707267),  Route carried "on" structure: State highway 368,  Year Built: 2005,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1,042 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,610 (year 2033),  Design Load: HL 93,  Features Intersected: WICHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.020,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: 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: 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: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32430080404015,  Location: 0.5 MI N OF US 287 (Lat: 33.973189,  Lng: -98.673061),  Route carried "on" structure: State highway 368,  Year Built: 2001,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 922 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.792,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than 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,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $29,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430176801002,  Location: 0.30 MI S OF FM 367 (Lat: 33.921936,  Lng: -98.654042),  Route carried "on" structure: State highway 1814,  Year Built: 1986,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 188 (year 2020),  Truck Traffic: 43%,  Average Future Daily Traffic: 190 (year 2033),  Design Load: HS 20,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.661,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430AA0187001,  Location: 2.40 MI N OF FM 367 (Lat: 33.954747,  Lng: -98.725606),  Route carried "on" structure: County highway 187,  Year Built: 2005,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 150 (year 2020),  Average Future Daily Traffic: 320 (year 2030),  Design Load: HS 20,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than 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: 32430AA0320001,  Location: 0.005 MI S OF FM 367 (Lat: 33.925567,  Lng: -98.698181),  Route carried "on" structure: County highway 320,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 40 (year 2010),  Average Future Daily Traffic: 80 (year 2030),  Features Intersected: IRRIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: 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: 32430AA0321001,  Location: 0.6 MI N OF FM 367 (Lat: 33.933775,  Lng: -98.689567),  Route carried "on" structure: County highway 321,  Year Built: 1965,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 50 (year 2010),  Average Future Daily Traffic: 100 (year 2030),  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430AA0323001,  Location: 0.5 MI N OF FM 367 (Lat: 33.933744,  Lng: -98.663092),  Route carried "on" structure: County highway 323,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 830 (year 2010),  Average Future Daily Traffic: 1,660 (year 2030),  Features Intersected: NORTH SIDE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430D00480001,  Location: 0.4 MI S OF US 287 SERVRD (Lat: 33.958603,  Lng: -98.664389),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 500 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,000 (year 2030),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: VICTORIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

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: 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: October 2020

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Structure Number: 32430004308136,  Location: 3.4 MI E OF BUS 287/LP477 (Lat: 33.971261,  Lng: -98.769128),  Route carried "under" structure: County highway 287,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2010),  Features Intersected: BURNETT RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 32430004308139,  Location: 2.00 MI W OF BUS 287 (Lat: 33.966908,  Lng: -98.725533),  Route carried "under" structure: US 287,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 16,650 (year 2013),  Truck Traffic: 30%,  Features Intersected: US 287,  Facility Carried by Structure: HARMONY RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 23.675,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 32430004308163,  Location: 3.4 MI E OF BUS 287/LP477 (Lat: 33.971439,  Lng: -98.769128),  Route carried "under" structure: County highway 287,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2010),  Features Intersected: BURNETT RD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 32430004309075,  Location: 1.00 MI W OF FM 368 (Lat: 33.965869,  Lng: -98.690544),  Route carried "under" structure: Business State highway 287,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 2010),  Truck Traffic: 3%,  Features Intersected: BU 287
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 26.104,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 32430004309076,  Location: 1.00 MI W OF FM 368 (Lat: 33.965686,  Lng: -98.690561),  Route carried "under" structure: Business State highway 287,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 2010),  Truck Traffic: 3%,  Features Intersected: BU 287
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 26.120,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 32430004309078,  Location: 1.0 MI E OF BUS 287 (Lat: 33.965867,  Lng: -98.673147),  Route carried "under" structure: State highway 368,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 710 (year 2013),  Truck Traffic: 1%,  Features Intersected: FM 368,  Facility Carried by Structure: US 287 NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 20.559,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 32430004309079,  Location: 1.0 MI E OF BUS 287 (Lat: 33.965678,  Lng: -98.673147),  Route carried "under" structure: State highway 368,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,590 (year 2013),  Truck Traffic: 10%,  Features Intersected: FM 368,  Facility Carried by Structure: US 287 SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 20.584,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 32430004309081,  Location: 1.00 MI E OF FM 368 (Lat: 33.964264,  Lng: -98.655558),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,850 (year 2010),  Features Intersected: BELL RD,  Facility Carried by Structure: US 287 NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 32430004309082,  Location: 1.00 MI E OF FM 368 (Lat: 33.964083,  Lng: -98.655558),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,460 (year 2010),  Features Intersected: BELL RD,  Facility Carried by Structure: US 287 SB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 3243000430918,  Location: 2.05 MI W OF FM 369 (Lat: 33.961481,  Lng: -98.638450),  Route carried "under" structure: US 287,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 22,990 (year 2013),  Truck Traffic: 21%,  Features Intersected: US 287,  Facility Carried by Structure: PETERSON RD
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 35.695,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)