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

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Structure Number: 3243001560703,  Location: 1.8 MI N OF US 287 (Lat: 33.969372,  Lng: -98.531661),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 13,948 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,030 (year 2033),  Design Load: HS 20,  Features Intersected: MKT RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.296,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  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: 32430015607031,  Location: 1.8 MI N OF US 287 (Lat: 33.969169,  Lng: -98.531406),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 14,592 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,030 (year 2033),  Design Load: HS 20,  Features Intersected: MKT RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.271,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 19.8m (65.0ft),  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: 35.4 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,  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: 32430015607032,  Location: 1.54 MI N OF US 287 (Lat: 33.967125,  Lng: -98.531378),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 13,948 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,030 (year 2033),  Design Load: HS 20,  Features Intersected: CITY LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.998,  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: 21.9m (71.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 32430015607033,  Location: 1.54 MI N OF US 287 (Lat: 33.967156,  Lng: -98.531158),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 14,592 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,030 (year 2033),  Design Load: HS 20,  Features Intersected: CITY LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.998,  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: 21.9m (71.9ft),  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: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 32430015607034,  Location: 2.68 MI N OF US 287 (Lat: 33.982206,  Lng: -98.538606),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 6,480 (year 2010),  Average Future Daily Traffic: 10,000 (year 2030),  Design Load: H 20,  Features Intersected: IH 44 EB,  Facility Carried by Structure: MISSILE RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430015607035,  Location: 2.68 MI N OF US 287 (Lat: 33.982331,  Lng: -98.538694),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 6,480 (year 2010),  Average Future Daily Traffic: 10,000 (year 2030),  Design Load: H 20,  Features Intersected: IH 44,  Facility Carried by Structure: MISSILE RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430015607037,  Location: 1.40 MI N OF BUS 287 (Lat: 33.945736,  Lng: -98.523347),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 13,948 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,030 (year 2033),  Design Load: HS 20,  Features Intersected: US287NB/SP325NB (CONN G)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.519,  Lanes on structure: 2,  Lanes under structure: 5,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430015607038,  Location: 1.40 MI N OF BUS 287 (Lat: 33.945803,  Lng: -98.523144),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 14,592 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,030 (year 2033),  Design Load: HS 20,  Features Intersected: US287NB/SP325NB (CONN G)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.519,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 17.7m (58.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 32430015607039,  Location: 1.22 MI N OF BUS 287 (Lat: 33.943667,  Lng: -98.521497),  Route carried "on" structure: Interstate 44,  Year Built: 1964,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 22,832 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,030 (year 2033),  Design Load: HS 20,  Features Intersected: SP 325 SB (CONN H)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.257,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 32430015607064,  Location: 1.2 MI S OF SH 240 (Lat: 33.946728,  Lng: -98.520358),  Route carried "on" structure: Spur State highway 325,  Year Built: 1960,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 6,743 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,460 (year 2028),  Design Load: H 20,  Features Intersected: SPUR 325 EB & US 287 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.123,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: 32430015607076,  Location: 3.05 MI S OF FM 3429 (Lat: 34.012306,  Lng: -98.550756),  Route carried "on" structure: Interstate 44,  Year Built: 1980,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 11,982 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,290 (year 2033),  Design Load: HS 20,  Features Intersected: EAST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.425,  Lanes on structure: 2,  Lanes under structure: 3,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 32430015607077,  Location: 3.05 MI S OF FM 3429 (Lat: 34.012306,  Lng: -98.550964),  Route carried "on" structure: Interstate 44,  Year Built: 1980,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 11,208 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,290 (year 2033),  Design Load: HS 20,  Features Intersected: EAST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.425,  Lanes on structure: 2,  Lanes under structure: 3,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 32430015607096,  Location: 1.15 MI N OF BUS 287 (Lat: 33.942722,  Lng: -98.521703),  Route carried "on" structure: US 287,  Year Built: 1961,  Status: Open,  Structure Length: 11.46m (37.60ft),  Average Daily Traffic: 11,203 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 14,620 (year 2033),  Design Load: HS 20,  Features Intersected: IH 44 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.768,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430015607203,  Location: AT JCT OF FM 890 & IH 44 (Lat: 33.952367,  Lng: -98.526500),  Route carried "on" structure: State highway 890,  Year Built: 2009,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 4,470 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,260 (year 2033),  Design Load: HL 93,  Features Intersected: IH 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.023,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable 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 Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32430015612067,  Location: 0.2 MI N OF BUS 287J (Lat: 33.908278,  Lng: -98.485569),  Route carried "on" structure: Spur State highway 447,  Year Built: 1979,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 5,194 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,110 (year 2033),  Design Load: HS 20,  Features Intersected: SP 447 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.851,  Lanes on 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: 26.5m (86.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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: Better than 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: 32430015612068,  Location: 0.3 MI N OF B287J/LP 370 (Lat: 33.910603,  Lng: -98.485025),  Route carried "on" structure: State highway 447,  Year Built: 1979,  Status: Open,  Structure Length: 36.52m (119.82ft),  Average Daily Traffic: 2,940 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,110 (year 2033),  Design Load: HS 20,  Features Intersected: BN RR/BARWISE & GRANGER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.600,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 5,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: 32430015612069,  Location: 0.2 MI N OF BUS 287J (Lat: 33.908458,  Lng: -98.485906),  Route carried "on" structure: Ramp State highway 447,  Year Built: 1979,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 580 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 820 (year 2033),  Design Load: HS 20,  Features Intersected: BARWISE ST (CLOSED),  Facility Carried by Structure: SPUR 477WB EXIT RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.851,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 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: Superior to present desirable 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: 3243001561207,  Location: 0.3 MI N OF B287J (Lat: 33.910686,  Lng: -98.485261),  Route carried "on" structure: State highway 447,  Year Built: 1979,  Status: Open,  Structure Length: 31.39m (102.99ft),  Average Daily Traffic: 2,940 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,110 (year 2033),  Design Load: HS 20,  Features Intersected: BN RR/BARWISE & GRANGER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.589,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: 32430015614065,  Location: 0.55 MI E OF FM 1634 (Lat: 33.883125,  Lng: -98.568928),  Route carried "on" structure: Business State highway 277,  Year Built: 1971,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 4,170 (year 2013),  Truck Traffic: 32%,  Average Future Daily Traffic: 5,830 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.930,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: Equal 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: 32430024901034,  Location: 0.2 MI N OF US 287 (Lat: 33.892014,  Lng: -98.483806),  Route carried "on" structure: State highway 473,  Year Built: 1938,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 7,069 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,360 (year 2033),  Design Load: H 15,  Features Intersected: HOLLIDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.238,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: 32430024901044,  Location: 0.3 MI SE OF LOOP 473 (Lat: 33.885669,  Lng: -98.479642),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 22,941 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,440 (year 2033),  Design Load: H 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.529,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft)

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: July 2020

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Structure Number: 32430024901047,  Location: 0.8 MI SE OF JCT US 287 (Lat: 33.878025,  Lng: -98.479344),  Route carried "on" structure: ServiceUS 281,  Year Built: 1968,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,830 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,960 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.436,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.5m (54.1ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32430024901048,  Location: 0.7 MI SE OF US 287 (Lat: 33.878525,  Lng: -98.479744),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 22,941 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,440 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.411,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.7m (120.4ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 54.6m (179.1ft)

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,  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: Monolithic Concrete

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Structure Number: 32430024901049,  Location: 0.7 MI SE OF US 287 (Lat: 33.879083,  Lng: -98.480194),  Route carried "on" structure: ServiceUS 281,  Year Built: 1968,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 3,440 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,820 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.411,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 19.1m (62.7ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3243002490105,  Location: 1.00 MI S OF US 287 (Lat: 33.876094,  Lng: -98.481158),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 15,169 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,720 (year 2033),  Design Load: HS 20,  Features Intersected: MIDWESTERN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.691,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  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: 25.9m (85.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: 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: 32430024901051,  Location: 1.00 MI S OF US 287 (Lat: 33.876103,  Lng: -98.481400),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 10,421 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,720 (year 2033),  Design Load: HS 20,  Features Intersected: MIDWESTERN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.701,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  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: 25.9m (85.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430024901052,  Location: 1.2 MI S OF US 287 (Lat: 33.873369,  Lng: -98.482347),  Route carried "on" structure: ServiceUS 281,  Year Built: 1968,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,830 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,960 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.068,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft)

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: 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: 32430024901053,  Location: 1.2 MI S OF US 287 (Lat: 33.873575,  Lng: -98.482861),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 22,941 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,440 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.068,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: 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: 32430024901054,  Location: 1.4 MI S OF US 287 (Lat: 33.870361,  Lng: -98.485069),  Route carried "on" structure: Ramp US 281,  Year Built: 1968,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 340 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 480 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.449,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

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: 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: 32430024901055,  Location: 0.02 MI W OF US 281 (Lat: 33.867583,  Lng: -98.485783),  Route carried "on" structure: ServiceUS 281,  Year Built: 1968,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,440 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,820 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: HATTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.729,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 29.9m (98.1ft)

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: High priority of replacement,  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: Monolithic Concrete

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Structure Number: 32430024901056,  Location: 1.20 MI S OF US 82 (Lat: 33.867581,  Lng: -98.485211),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 15,169 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,720 (year 2033),  Design Load: HS 20,  Features Intersected: HATTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.712,  Lanes on structure: 2,  Lanes under structure: 4,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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

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Structure Number: 32430024901057,  Location: 1.20 MI S OF US 82 (Lat: 33.867581,  Lng: -98.485431),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 10,421 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,720 (year 2033),  Design Load: HS 20,  Features Intersected: HATTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.715,  Lanes on structure: 2,  Lanes under structure: 4,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: 32430024901058,  Location: 1.4 MI S OF US 82 (Lat: 33.866483,  Lng: -98.485969),  Route carried "on" structure: ServiceUS 281,  Year Built: 1968,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,440 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,820 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.844,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 23.0m (75.5ft)

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: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32430024901059,  Location: 2.2 MI S OF US 82 (Lat: 33.854664,  Lng: -98.485736),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 15,169 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,720 (year 2033),  Design Load: HS 20,  Features Intersected: SH 79 SB CONN/FM 369 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.165,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: 3243002490106,  Location: 2.2 MI S OF US 82 (Lat: 33.854611,  Lng: -98.485981),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 9,800 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,720 (year 2033),  Design Load: HS 20,  Features Intersected: SH 79 SB CONN/FM 369 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.165,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present 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: 32430024901061,  Location: 0.35 MI N OF LOOP 473 (Lat: 33.848872,  Lng: -98.487925),  Route carried "on" structure: ServiceUS 281,  Year Built: 1968,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 260 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 360 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.844,  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: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.7m (48.2ft)

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

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Structure Number: 32430024901062,  Location: 0.35 MI N OF LOOP 473 (Lat: 33.849011,  Lng: -98.488339),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 5,266 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,420 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.844,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

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: June 2020

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Structure Number: 32430024901063,  Location: 0.35 MI N OF LOOP 473 (Lat: 33.849136,  Lng: -98.488761),  Route carried "on" structure: ServiceUS 281,  Year Built: 1968,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 260 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 360 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.844,  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: 2.1m (6.9ft)

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: June 2020

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Structure Number: 32430024901064,  Location: 0.75 MI S OF SH 79 (Lat: 33.844222,  Lng: -98.490336),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 3,203 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,710 (year 2033),  Design Load: HS 20,  Features Intersected: LP 473/RATHGEBER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.407,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  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: 23.8m (78.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430024901065,  Location: 0.75 MI S OF SH 79 (Lat: 33.844225,  Lng: -98.490561),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 2,063 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,710 (year 2033),  Design Load: HS 20,  Features Intersected: LP 473/RATHGEBER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.409,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  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: 23.8m (78.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32430024901067,  Location: 2.20 MI S OF US 82 (Lat: 33.852772,  Lng: -98.486656),  Route carried "on" structure: State highway 79,  Year Built: 1968,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 7,490 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,480 (year 2030),  Design Load: HS 20,  Features Intersected: US 281
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.584,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  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: 32430024911035,  Location: 0.65 MI S OF US 82/US 287 (Lat: 33.882658,  Lng: -98.492575),  Route carried "on" structure: State highway 473,  Year Built: 1938,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 15,091 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,400 (year 2033),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.390,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.3m (92.8ft)

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: Somewhat better than minimum adequacy,  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: 32430024911036,  Location: 0.80 MI S OF US 82/US 281 (Lat: 33.880917,  Lng: -98.493789),  Route carried "on" structure: State highway 473,  Year Built: 1938,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 15,091 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,400 (year 2033),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.630,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 29.0m (95.1ft)

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,  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