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

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Structure Number: 190320024802008,  Location: 3.00 MI N OF LP 179 (Lat: 33.058031,  Lng: -94.962281),  Route carried "on" structure: State highway 3535,  Year Built: 2009,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 1,040 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,460 (year 2033),  Design Load: HL 93,  Features Intersected: US 271
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

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

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Structure Number: 190320024802009,  Location: 2.80 MI N OF JCT LP 179 (Lat: 33.051872,  Lng: -94.960978),  Route carried "on" structure: US 271,  Year Built: 2009,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 11,003 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,120 (year 2033),  Design Load: HL 93,  Features Intersected: WALKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.279,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 192250001006069,  Location: 0.20 MI E OF IH 30 (Lat: 33.164061,  Lng: -95.014308),  Route carried "on" structure: US 67,  Year Built: 1937,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,318 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,930 (year 2033),  Design Load: H 15,  Features Intersected: TANKERSLEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.242,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 19225000100607,  Location: 0.25 MI E OF IH 30 (Lat: 33.164197,  Lng: -95.012997),  Route carried "on" structure: US 67,  Year Built: 1937,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,318 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,930 (year 2033),  Design Load: H 15,  Features Intersected: TANKERSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.086,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 15.5m (50.9ft)

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

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Structure Number: 192250001007035,  Location: 0.70 MI E OF FM 1001 (Lat: 33.185950,  Lng: -94.918533),  Route carried "on" structure: US 67,  Year Built: 1935,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,020 (year 2033),  Features Intersected: EVANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.765,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  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: 192250001007036,  Location: 1.40 MI E OF FM 1001 (Lat: 33.188092,  Lng: -94.907369),  Route carried "on" structure: US 67,  Year Built: 1935,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,538 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,610 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.689,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Bituminous

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Structure Number: 192250001007135,  Location: INT US 67 & FM 1402 (Lat: 33.172167,  Lng: -94.962453),  Route carried "on" structure: US 67,  Year Built: 1969,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 7,975 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,790 (year 2033),  Design Load: H 20,  Features Intersected: FM 1402
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.170,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 21.3m (69.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 192250001007141,  Location: 1.60 MI N OF FM 1402 (Lat: 33.176244,  Lng: -94.942172),  Route carried "on" structure: US 67,  Year Built: 1987,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,020 (year 2033),  Design Load: HS 20,  Features Intersected: HART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.344,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 192250001007145,  Location: 1.00 MI N OF FM 1402 (Lat: 33.173269,  Lng: -94.950836),  Route carried "on" structure: US 67,  Year Built: 1987,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 6,909 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,790 (year 2033),  Features Intersected: HAYES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.084,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.9m (71.9ft)

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

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Structure Number: 192250022105053,  Location: 0.60 MI NW OF BU 271 (Lat: 33.224372,  Lng: -95.015325),  Route carried "on" structure: US 271,  Year Built: 1999,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 5,888 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,740 (year 2033),  Design Load: HS 20,  Features Intersected: TXU HAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.643,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

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: 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 Precast Panels

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Structure Number: 192250022109046,  Location: 0.10 MI N OF SH 49 (Lat: 33.153106,  Lng: -94.970439),  Route carried "on" structure: State highway 271,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 15,047 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 23,390 (year 2033),  Design Load: HS 20,  Features Intersected: BINION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.549,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.0m (49.2ft)

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

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Structure Number: 192250022109047,  Location: 0.10 MI N OF SH 49 (Lat: 33.151883,  Lng: -94.968489),  Route carried "on" structure: State highway 271,  Year Built: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 16,710 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 23,390 (year 2033),  Design Load: HS 20,  Features Intersected: BINION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.549,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 39.1m (128.3ft)

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

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Structure Number: 192250022201031,  Location: 1.90 MI E OF US 271 (Lat: 33.143492,  Lng: -94.942558),  Route carried "on" structure: State highway 49,  Year Built: 1953,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 5,806 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,680 (year 2033),  Design Load: HS 20,  Features Intersected: HART CREEK RELIEF NO. 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.196,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.3m (86.3ft)

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

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Structure Number: 192250022201032,  Location: 2.00 MI E OF US 271 (Lat: 33.142833,  Lng: -94.940200),  Route carried "on" structure: State highway 49,  Year Built: 1953,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 5,806 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,680 (year 2033),  Design Load: H 20,  Features Intersected: HART CREEK RELIEF NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.416,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 192250022201033,  Location: 2.10 MI E OF US 271 (Lat: 33.142372,  Lng: -94.938458),  Route carried "on" structure: State highway 49,  Year Built: 1953,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 5,806 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,680 (year 2033),  Design Load: H 20,  Features Intersected: HART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.571,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.0m (82.0ft)

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

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Structure Number: 192250022201042,  Location: 0.10 MI E OF BU 271 (Lat: 33.150778,  Lng: -94.966944),  Route carried "on" structure: State highway 49,  Year Built: 1963,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 11,786 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,890 (year 2033),  Features Intersected: BINION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.762,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 29.4m (96.5ft)

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

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Structure Number: 192250024801042,  Location: 5.50 MI S OF SH 49 (Lat: 33.072258,  Lng: -94.965156),  Route carried "on" structure: US 271,  Year Built: 1989,  Status: Open,  Structure Length: 27.43m (89.99ft),  Average Daily Traffic: 13,380 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 11,080 (year 2033),  Design Load: HS 20,  Features Intersected: BIG CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.682,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.2m (86.0ft)

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

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Structure Number: 192250024801056,  Location: 4.54 MI S OF IH 30 (Lat: 33.111736,  Lng: -94.969992),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 9,003 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 11,080 (year 2033),  Design Load: HL 93,  Features Intersected: SW 48 STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.569,  Lanes on structure: 5,  Lanes under structure: 2,  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: 24.4m (80.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 192250024801063,  Location: US 271 at FM 3417 (Lat: 33.097717,  Lng: -94.968733),  Route carried "on" structure: US 271,  Year Built: 2018,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 12,346 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,960 (year 2035),  Design Load: HL 93,  Features Intersected: FM 3417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  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: 30.5m (100.1ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Very 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: Equal to present desirable 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

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Structure Number: 19225002480905,  Location: 0.94 MI S OF IH 30 (Lat: 33.156275,  Lng: -94.997447),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: FM 899
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.810,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 192250024809051,  Location: 1.20 MI S OF IH 30 (Lat: 33.152619,  Lng: -94.998047),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.147,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  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: 40.2m (131.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 192250024809052,  Location: 2.10 MI S OF IH 30 (Lat: 33.140353,  Lng: -94.993931),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: FM 127
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.605,  Lanes on structure: 2,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 192250024809053,  Location: 2.10 MI S OF IH 30 (Lat: 33.140597,  Lng: -94.993611),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: FM 127
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.587,  Lanes on structure: 2,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 24.4m (80.1ft),  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 Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 192250024809054,  Location: 3.40 MI S OF IH 30 (Lat: 33.125408,  Lng: -94.980928),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: FM 4000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.665,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 192250024809055,  Location: 4.20 MI S OF IH 30 (Lat: 33.116747,  Lng: -94.971314),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 31.39m (102.99ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: US 271 WFR UPRR CR2040
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.853,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 192250024809057,  Location: 0.60 MI S OF IH 30 (Lat: 33.161933,  Lng: -94.997503),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: WETLANDS 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.267,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

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

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Structure Number: 192250024809058,  Location: 0.60 MI S OF IH 30 (Lat: 33.161939,  Lng: -94.996867),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: WETLANDS 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.267,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

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

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Structure Number: 192250024809059,  Location: 0.65 MI S OF US 67 (Lat: 33.154653,  Lng: -94.997694),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.965,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 19225002480906,  Location: 1.80 MI S OF IH 30 (Lat: 33.144342,  Lng: -94.996050),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.154,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 192250024809061,  Location: 2.30 MI S OF IH 30 (Lat: 33.138150,  Lng: -94.992436),  Route carried "on" structure: US 271,  Year Built: 2014,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 7,213 (year 2014),  Average Future Daily Traffic: 10,313 (year 2034),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.928,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 192250061003047,  Location: 0.70 MI W OF US 67 (Lat: 33.158917,  Lng: -95.034750),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 22,890 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 17,420 (year 2033),  Design Load: HS 20,  Features Intersected: FM 899 & BLACKLAND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.449,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 192250061003048,  Location: 0.70 MI W OF US 67 (Lat: 33.158808,  Lng: -95.034489),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 18,804 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 17,420 (year 2033),  Design Load: HS 20,  Features Intersected: FM 899 & BLACKLAND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.494,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 192250061003049,  Location: 0.55 MI W OF US 67 (Lat: 33.160411,  Lng: -95.029636),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 40,610 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 34,840 (year 2033),  Design Load: HS 20,  Features Intersected: DRAGOO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.793,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

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 2020

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Structure Number: 192250061003052,  Location: 1.10 MI W OF US 271 (Lat: 33.164986,  Lng: -95.016428),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 469 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 766 (year 2031),  Design Load: HS 20,  Features Intersected: TANKERSLEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.261,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 11.4m (37.4ft)

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

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Structure Number: 192250061003053,  Location: 1.10 MI W OF US 271 (Lat: 33.164397,  Lng: -95.016289),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 40,610 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 35,110 (year 2033),  Design Load: HS 20,  Features Intersected: TANKERSLEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.261,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 192250061003054,  Location: 1.00 MI W OF US 271 (Lat: 33.165228,  Lng: -95.015625),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 469 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 766 (year 2031),  Design Load: HS 20,  Features Intersected: TANKERSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.308,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: 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: 192250061003055,  Location: 1.00 MI W OF US 271 (Lat: 33.165086,  Lng: -95.015097),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 22,890 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,550 (year 2033),  Design Load: HS 20,  Features Intersected: TANKERSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.343,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 192250061003056,  Location: 1.00 MI W OF US 271 (Lat: 33.164767,  Lng: -95.015183),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 18,804 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,550 (year 2033),  Design Load: HS 20,  Features Intersected: TANKERSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.366,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 192250061003057,  Location: INT IH 30 & US 271 (Lat: 33.169664,  Lng: -95.000036),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 19,537 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,550 (year 2033),  Design Load: HS 20,  Features Intersected: US 271
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.858,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 192250061003058,  Location: INT IH 30 & US 271 (Lat: 33.169519,  Lng: -94.999975),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 16,823 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,550 (year 2033),  Design Load: HS 20,  Features Intersected: US 271
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.858,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 192250061003059,  Location: INT IH 30 & BUS 271 (Lat: 33.178708,  Lng: -94.970681),  Route carried "on" structure: State highway 271,  Year Built: 1965,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 3,190 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 4,470 (year 2033),  Design Load: H 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.536,  Lanes on structure: 5,  Lanes under structure: 4,  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: 19.8m (65.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: 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: 192250061003061,  Location: 0.30 MI E OF BU 271 (Lat: 33.180408,  Lng: -94.965208),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 30,782 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 35,250 (year 2033),  Features Intersected: HAYES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.355,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than 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: 192250061003117,  Location: INT IH 30 & FM 1734 (Lat: 33.174786,  Lng: -94.983622),  Route carried "on" structure: Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 19,537 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 17,420 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1734
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.502,  Lanes on structure: 2,  Lanes under structure: 2,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous