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

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Structure Number: 171540011703017,  Location: 0.25 MI E OF FM 2865 (Lat: 30.891206,  Lng: -96.163975),  Route carried "on" structure: US 190,  Year Built: 1931,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,225 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,708 (year 2039),  Design Load: H 15,  Features Intersected: SMALL (SAND) BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.771,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 21.1m (69.2ft)

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: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540011704058,  Location: 0.35 MI NE OF FM 1372 (Lat: 30.917286,  Lng: -95.974794),  Route carried "on" structure: US 190,  Year Built: 1947,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 6,832 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,365 (year 2039),  Design Load: H 20,  Features Intersected: IRON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.046,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540011704059,  Location: 2.0 MI SW OF SH 75 (Lat: 30.935567,  Lng: -95.939892),  Route carried "on" structure: US 190,  Year Built: 1947,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 7,134 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,690 (year 2039),  Design Load: H 20,  Features Intersected: COON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.895,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.5 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17154001170406,  Location: 1.85 MI SW OF SH 75 (Lat: 30.936122,  Lng: -95.938256),  Route carried "on" structure: US 190,  Year Built: 1947,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 7,134 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,690 (year 2039),  Design Load: H 20,  Features Intersected: CANEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.111,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

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

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Structure Number: 171540011704061,  Location: 1.7 MI SW OF SH 75 (Lat: 30.936983,  Lng: -95.935767),  Route carried "on" structure: US 190,  Year Built: 1947,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 7,134 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,700 (year 2033),  Design Load: H 20,  Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.372,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540011705029,  Location: 0.04 MI W OF SH 75 (Lat: 30.949928,  Lng: -95.911981),  Route carried "on" structure: US 190,  Year Built: 1927,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 9,448 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,520 (year 2033),  Design Load: H 15,  Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.154,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17154001170503,  Location: 1.25 MI NE OF IH 45 (Lat: 30.973517,  Lng: -95.863442),  Route carried "on" structure: State highway 21,  Year Built: 1927,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 4,991 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,184 (year 2039),  Design Load: H 15,  Features Intersected: POOLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.568,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540011705062,  Location: 1.8 MI NE OF IH 45 (Lat: 30.976731,  Lng: -95.855544),  Route carried "on" structure: State highway 21,  Year Built: 1926,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 4,991 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,184 (year 2039),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.426,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

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

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Structure Number: 17154001660703,  Location: 0.05 MI N OF US 190 (Lat: 30.950989,  Lng: -95.911950),  Route carried "on" structure: State highway 75,  Year Built: 1929,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 8,897 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,670 (year 2033),  Features Intersected: TOWN (BRANCH) CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.887,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540031501052,  Location: 0.2 MI S OF US 190 (Lat: 30.946156,  Lng: -95.912133),  Route carried "on" structure: State highway 174,  Year Built: 1954,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,230 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,098 (year 2039),  Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.369,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540031501065,  Location: 2.45 MI S OF US 190 (Lat: 30.916456,  Lng: -95.907278),  Route carried "on" structure: State highway 90,  Year Built: 1979,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,362 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 6,430 (year 2033),  Design Load: HS 20,  Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.907,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: 171540031501066,  Location: 2.65 MI S OF US 190 (Lat: 30.913511,  Lng: -95.909544),  Route carried "on" structure: State highway 90,  Year Built: 1979,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,362 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 6,570 (year 2039),  Design Load: HS 20,  Features Intersected: CANEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.294,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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

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Structure Number: 171540031501067,  Location: 2.75 MI S OF US 190 (Lat: 30.912039,  Lng: -95.910683),  Route carried "on" structure: State highway 90,  Year Built: 1979,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,362 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 6,570 (year 2039),  Design Load: HS 20,  Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.487,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: 17154005520201,  Location: 1.05 MI NW OF US 190 (Lat: 30.955278,  Lng: -95.931664),  Route carried "on" structure: State highway 978,  Year Built: 1951,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 908 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,267 (year 2039),  Design Load: H 15,  Features Intersected: MUSTANG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.338,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.4m (34.1ft)

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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540055202011,  Location: 1.0 MI NW OF US 190 (Lat: 30.954817,  Lng: -95.930606),  Route carried "on" structure: State highway 978,  Year Built: 1951,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 908 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,267 (year 2039),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.456,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $63,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540055202018,  Location: 2.2 MI NW OF US 190 (Lat: 30.961494,  Lng: -95.949267),  Route carried "on" structure: State highway 978,  Year Built: 1980,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 908 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,267 (year 2039),  Design Load: HS 20,  Features Intersected: CANEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.485,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: 171540055202019,  Location: 2.55 MI NW OF US 190 (Lat: 30.962150,  Lng: -95.954533),  Route carried "on" structure: State highway 978,  Year Built: 1980,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 908 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,257 (year 2039),  Design Load: HS 20,  Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.949,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 171540067505081,  Location: 4.1 MI NW OF SH 21 (Lat: 31.014042,  Lng: -95.922494),  Route carried "on" structure: Interstate 45,  Year Built: 1964,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 17,481 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 24,473 (year 2039),  Design Load: HS 20,  Features Intersected: SH 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.413,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540067505082,  Location: 4.1 MI NW OF SH 21 (Lat: 31.013522,  Lng: -95.922167),  Route carried "on" structure: Interstate 45,  Year Built: 1964,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 17,481 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 24,473 (year 2039),  Design Load: HS 20,  Features Intersected: SH 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.369,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: 171540067505084,  Location: 2.05 MI SE OF SH 21 (Lat: 30.947297,  Lng: -95.855600),  Route carried "on" structure: Interstate 45,  Year Built: 1964,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,807 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 26,330 (year 2039),  Design Load: HS 20,  Features Intersected: SP 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.532,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 171540067505085,  Location: 2.05 MI SE OF SH 21 (Lat: 30.947142,  Lng: -95.855728),  Route carried "on" structure: Interstate 45,  Year Built: 1964,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,807 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 26,330 (year 2039),  Design Load: HS 20,  Features Intersected: SP 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.532,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 1715400675052,  Location: 4.05 MI SE OF SH 75 (Lat: 30.965639,  Lng: -95.882911),  Route carried "on" structure: US 21,  Year Built: 1964,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 12,279 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,735 (year 2039),  Design Load: H 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.876,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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

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Structure Number: 171540172301001,  Location: 0.6 MI NW OF US 190 (Lat: 30.938667,  Lng: -95.954425),  Route carried "on" structure: State highway 1452,  Year Built: 1955,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 684 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,001 (year 2039),  Features Intersected: LITTLE CK (COON BRANCH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.770,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $200,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 171540317803001,  Location: 2.3 MI NE OF IH 45 (Lat: 31.023528,  Lng: -95.889475),  Route carried "on" structure: State highway 3091,  Year Built: 1969,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 73 (year 2039),  Design Load: HS 20,  Features Intersected: LARRISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.103,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  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: 10.1m (33.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540AA0154002,  Location: 0.86 MI W OF SH 75 (Lat: 30.962314,  Lng: -95.928692),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 150 (year 2037),  Features Intersected: MUSTANG CREEK,  Facility Carried by Structure: MATHIS MEADOWS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 171540AA0234001,  Location: 0.6 MI E OF FM 1372 (Lat: 30.908244,  Lng: -95.963711),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 90 (year 2010),  Average Future Daily Traffic: 100 (year 2028),  Features Intersected: IRON CREEK,  Facility Carried by Structure: GRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.962,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: Febuary 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $150,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 171540AA0254001,  Location: 1.7 MI E OF IH 45 (Lat: 30.957653,  Lng: -95.831492),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 100 (year 2017),  Average Future Daily Traffic: 80 (year 2028),  Features Intersected: POOLES CREEK,  Facility Carried by Structure: BOYD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.936,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $203,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 171540B00100001,  Location: 0.3 MI S OF US 190 (Lat: 30.945042,  Lng: -95.912467),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Posted for load,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 549 (year 2017),  Average Future Daily Traffic: 690 (year 2028),  Features Intersected: TOWN BRANCH,  Facility Carried by Structure: ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.810,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $254,000,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540B00325001,  Location: 0.1 MI SW OF SH 75 (Lat: 30.949078,  Lng: -95.912081),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,000 (year 2010),  Average Future Daily Traffic: 2,100 (year 2028),  Features Intersected: TOWN BRANCH,  Facility Carried by Structure: TRINITY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.163,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $239,000,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 171540067505081,  Location: 4.1 MI NW OF SH 21 (Lat: 31.013125,  Lng: -95.922428),  Route carried "under" structure: State highway 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,272 (year 2019),  Truck Traffic: 5%,  Features Intersected: IH 45 SB,  Facility Carried by Structure: IH 45 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 8.859,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 171540067505082,  Location: 4.1 MI NW OF SH 21 (Lat: 31.013867,  Lng: -95.922572),  Route carried "under" structure: State highway 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,272 (year 2019),  Truck Traffic: 5%,  Features Intersected: IH 45 NB,  Facility Carried by Structure: IH 45 NB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 8.803,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 171540067505084,  Location: 2.05 MI SE OF SH 21 (Lat: 30.947369,  Lng: -95.855944),  Route carried "under" structure: Spur State highway 104,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 377 (year 2019),  Truck Traffic: 3%,  Features Intersected: IH 45 NB,  Facility Carried by Structure: IH 45 NB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.505,  Lanes on structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 171540067505085,  Location: 2.05 MI SE OF SH 21 (Lat: 30.946978,  Lng: -95.855894),  Route carried "under" structure: Spur State highway 104,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 377 (year 2019),  Truck Traffic: 3%,  Features Intersected: IH 45 SB,  Facility Carried by Structure: IH 45 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.474,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 1715400675052,  Location: 4.05 MI SE OF SH 75 (Lat: 30.965542,  Lng: -95.882592),  Route carried "under" structure: Interstate 45,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 37,614 (year 2019),  Truck Traffic: 39%,  Features Intersected: SH 21,  Facility Carried by Structure: SH 21
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 13.876,  Lanes on structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)