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

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Structure Number: 22200226602043,  Location: 1.0 MI N OF IH-20 (Lat: 32.691189,  Lng: -97.062394),  Route carried "on" structure: State highway 360,  Year Built: 1985,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 73,295 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 106,730 (year 2033),  Design Load: HS 20,  Features Intersected: MAYFIELD RD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 25.877,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 22200226602044,  Location: 1.0 MI N OF IH-20 (Lat: 32.692003,  Lng: -97.062844),  Route carried "on" structure: State highway 360,  Year Built: 1985,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 76,707 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 106,730 (year 2033),  Design Load: HS 20,  Features Intersected: MAY FIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.877,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  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: 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 22200226602045,  Location: 0.75 MI N OF MAYFIELD RD. (Lat: 32.706083,  Lng: -97.062753),  Route carried "on" structure: City street 688,  Year Built: 1985,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 13,439 (year 2019),  Average Future Daily Traffic: 16,265 (year 2029),  Design Load: HS 20,  Features Intersected: SH-360,  Facility Carried by Structure: ARKANSAS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.199,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 22200226602049,  Location: 4.56 MI S OF SH 183 (Lat: 32.773600,  Lng: -97.061956),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 9,646 (year 2019),  Average Future Daily Traffic: 13,970 (year 2029),  Design Load: HS 20,  Features Intersected: SH-360,  Facility Carried by Structure: AVENUE K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2220022660205,  Location: 5.0 MI S OF SH-183 (Lat: 32.767219,  Lng: -97.062894),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 5,549 (year 2019),  Average Future Daily Traffic: 8,410 (year 2029),  Design Load: HS 20,  Features Intersected: SH-360,  Facility Carried by Structure: AVENUE J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete continuous,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.4m (89.9ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602054,  Location: 0.2 Mi. S. of IH-30 (Lat: 32.758011,  Lng: -97.063511),  Route carried "on" structure: State highway 360,  Year Built: 2020,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 64,252 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 128,503 (year 2040),  Design Load: HL 93,  Features Intersected: Six Flags Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.533,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 22.8m (74.8ft)

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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602058,  Location: 0.1 MI N OF SPUR 303 (Lat: 32.715700,  Lng: -97.062178),  Route carried "on" structure: Ramp State highway 360,  Year Built: 1991,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 11,011 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,170 (year 2029),  Design Load: HS 20,  Features Intersected: RAMP 500L,  Facility Carried by Structure: NE COLLECTOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.097,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 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: 34.1m (111.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602059,  Location: 0.1 MI N OF SPUR 303 (Lat: 32.715828,  Lng: -97.063453),  Route carried "on" structure: Ramp State highway 360,  Year Built: 1991,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 17,921 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,370 (year 2033),  Design Load: HS 20,  Features Intersected: RAMP 500R,  Facility Carried by Structure: NW COLLECTOR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.097,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 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: 33.5m (109.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2220022660206,  Location: 0.3 MI. S. OF SPUR 303 (Lat: 32.707597,  Lng: -97.062056),  Route carried "on" structure: Ramp State highway 360,  Year Built: 1991,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 15,240 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,340 (year 2033),  Design Load: HS 20,  Features Intersected: RAMP 530L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.919,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 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: 33.8m (110.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602061,  Location: 0.3 MI S OF SPUR 303 (Lat: 32.708067,  Lng: -97.063583),  Route carried "on" structure: Ramp State highway 360,  Year Built: 1991,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 13,749 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,310 (year 2029),  Design Load: HS 20,  Features Intersected: RAMP 530R,  Facility Carried by Structure: SW COLLECTOR RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.919,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 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: 29.6m (97.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602062,  Location: 0.8 MI SOUTH OF US 80 (Lat: 32.735811,  Lng: -97.061906),  Route carried "on" structure: ServiceState highway 360,  Year Built: 1992,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 18,663 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,810 (year 2033),  Design Load: HS 20,  Features Intersected: ABRAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.008,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $136,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602063,  Location: 0.8 MI SOUTH OF US 80 (Lat: 32.735856,  Lng: -97.063192),  Route carried "on" structure: ServiceState highway 360,  Year Built: 1992,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 20,012 (year 2019),  Average Future Daily Traffic: 12,180 (year 2033),  Design Load: HS 20,  Features Intersected: ABRAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.987,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $136,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602067,  Location: 0.7 MI S OF IH 30 (Lat: 32.748883,  Lng: -97.062422),  Route carried "on" structure: State highway 360,  Year Built: 1976,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 77,001 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 115,970 (year 2033),  Design Load: HS 20,  Features Intersected: RANDOL MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.526,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200226602074,  Location: 0.1 Mi. N. of IH-30 (Lat: 32.761561,  Lng: -97.063211),  Route carried "on" structure: State highway 360,  Year Built: 2020,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 66,866 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 133,731 (year 2040),  Design Load: HL 93,  Features Intersected: Ave. H/Lamar
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.145,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602081,  Location: 0.2 Mi. N of IH-30 (Lat: 32.764139,  Lng: -97.063519),  Route carried "on" structure: State highway 360,  Year Built: 2020,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 66,866 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 133,731 (year 2040),  Design Load: HL 93,  Features Intersected: Johnson Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.817,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 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: 30.5m (100.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602083,  Location: 0.2 Mi. N. of IH-30 (Lat: 32.763600,  Lng: -97.063189),  Route carried "on" structure: State highway 360,  Year Built: 2020,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 66,866 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 133,731 (year 2040),  Design Load: HL 93,  Features Intersected: Johnson Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.923,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 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: 30.5m (100.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602084,  Location: 0.2 Mi. N. of IH-30 (Lat: 32.763831,  Lng: -97.063819),  Route carried "on" structure: ServiceState highway 360,  Year Built: 2021,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 12,927 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,098 (year 2040),  Design Load: HL 93,  Features Intersected: Johnson Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.901,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 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: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602096,  Location: 4 MI S OF IH 20 (Lat: 32.623350,  Lng: -97.073031),  Route carried "on" structure: ServiceState highway 360,  Year Built: 1996,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 37,660 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,880 (year 2029),  Design Load: HS 20,  Features Intersected: BOWMAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.381,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: 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: 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602997,  Location: 0.2 Mi. S. of IH-30 (Lat: 32.757369,  Lng: -97.063189),  Route carried "on" structure: State highway 360,  Year Built: 2020,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 128,503 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,300 (year 2035),  Design Load: HL 93,  Features Intersected: Six Flags Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.602,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602998,  Location: 0.8 Mi. S. of US 80 (Lat: 32.735353,  Lng: -97.062267),  Route carried "on" structure: State highway 360,  Year Built: 2018,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 74,639 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 292,500 (year 2035),  Design Load: HL 93,  Features Intersected: ABRAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.946,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200226602999,  Location: 0.8 Mi. S. of US 80 (Lat: 32.736500,  Lng: -97.062639),  Route carried "on" structure: State highway 360,  Year Built: 2018,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 75,984 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 292,000 (year 2035),  Design Load: HL 93,  Features Intersected: ABRAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.950,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22200237405231,  Location: 0.5 MI E OF IH 820 (Lat: 32.669161,  Lng: -97.231214),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 5,080 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,120 (year 2033),  Design Load: HS 20,  Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.363,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405232,  Location: 0.4 MI E OF IH 820 (Lat: 32.668797,  Lng: -97.231164),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 36.18m (118.70ft),  Average Daily Traffic: 100,100 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 140,140 (year 2033),  Design Load: HS 20,  Features Intersected: VILLAGE CK TURARNDS
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.321,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405233,  Location: 0.5 MI E OF IH 820 (Lat: 32.668061,  Lng: -97.231214),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 34.05m (111.71ft),  Average Daily Traffic: 100,100 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 140,140 (year 2033),  Design Load: HS 20,  Features Intersected: VILLAGE CK TURARNDS
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.364,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405235,  Location: 1.0 MI E OF IH 820 (Lat: 32.668050,  Lng: -97.223336),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 4,966 (year 2019),  Average Future Daily Traffic: 5,950 (year 2029),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: BOWMAN SPRINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.238,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405236,  Location: 0.5 MI W OF LITTLE ROAD (Lat: 32.670900,  Lng: -97.208942),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 45.32m (148.69ft),  Average Daily Traffic: 20,020 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,020 (year 2033),  Design Load: HS 20,  Features Intersected: CONNECTION OVERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.616,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 14,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405237,  Location: 0.6 MI W OF LITTLE ROAD (Lat: 32.671075,  Lng: -97.208375),  Route carried "on" structure: US 20,  Year Built: 1973,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 23,072 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 66,570 (year 2029),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: US 287 WB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 32.992,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405238,  Location: 0.4 MI W OF TATE SPRINGS (Lat: 32.673725,  Lng: -97.199408),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 84,617 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 107,200 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.435,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405239,  Location: 0.4 MI W OF TATE SPRINGS (Lat: 32.673061,  Lng: -97.200325),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 86,092 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 107,200 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.435,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405269,  Location: 1.3 MI E OF US 287 (Lat: 32.675525,  Lng: -97.192922),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 84,617 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 107,200 (year 2033),  Design Load: HS 20,  Features Intersected: GREEN OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.133,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2220023740527,  Location: 1.3 MI E OF US 287 (Lat: 32.674967,  Lng: -97.193419),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 86,092 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 107,200 (year 2033),  Design Load: HS 20,  Features Intersected: GREEN OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.133,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405271,  Location: 1.7 MI E OF US 287 (Lat: 32.676136,  Lng: -97.183169),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 153,638 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 214,410 (year 2033),  Design Load: HS 20,  Features Intersected: KEE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.147,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 22200237405272,  Location: 1.8 MI E OF US-287 (Lat: 32.675986,  Lng: -97.177414),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 8,080 (year 2019),  Average Future Daily Traffic: 8,015 (year 2029),  Design Load: HS 20,  Features Intersected: IH-20,  Facility Carried by Structure: KELLY-ELLIOT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.764,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 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: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 22200237405273,  Location: 2.4 MI E OF US-287 (Lat: 32.675111,  Lng: -97.166733),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 15,025 (year 2019),  Average Future Daily Traffic: 10,335 (year 2029),  Design Load: HS 20,  Features Intersected: IH-20,  Facility Carried by Structure: PARK SPRINGS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.523,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 33.5m (109.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 22200237405274,  Location: 1.2 MI W OF FM 157 (Lat: 32.674928,  Lng: -97.157389),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 86,750 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 121,450 (year 2033),  Design Load: HS 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.531,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405275,  Location: 1.2 MI W OF FM-157 (Lat: 32.674475,  Lng: -97.157767),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 86,750 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 121,450 (year 2033),  Design Load: HS 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.531,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 22200237405276,  Location: 0.8 MI W OF FM-157 (Lat: 32.674561,  Lng: -97.149653),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 86,750 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 121,450 (year 2033),  Design Load: HS 20,  Features Intersected: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.253,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405277,  Location: 0.8 MI W OF FM-157 (Lat: 32.674453,  Lng: -97.149653),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 86,750 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 121,450 (year 2033),  Design Load: HS 20,  Features Intersected: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.253,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22200237405278,  Location: 0.8 MI E OF BOWEN RD (Lat: 32.675386,  Lng: -97.134931),  Route carried "on" structure: State highway 157,  Year Built: 1974,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 24,310 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,040 (year 2033),  Design Load: HS 20,  Features Intersected: IH-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.075,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous