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

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Structure Number: 121020005009488,  Location: 2.1 MI SE of BW 8 (Lat: 29.859397,  Lng: -95.523778),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 82,186 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,220 (year 2033),  Design Load: HL 93,  Features Intersected: Fairbanks- N. Houston Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.726,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009489,  Location: 2.10 MI SE OF BW 8 (Lat: 29.859764,  Lng: -95.525039),  Route carried "on" structure: US 290,  Year Built: 2018,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 76,250 (year 2013),  Average Future Daily Traffic: 90,710 (year 2033),  Design Load: HL 93,  Features Intersected: Fairbanks- N. Houston Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.726,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102000500949,  Location: 0.9 MI SE of BW 8 (Lat: 29.867883,  Lng: -95.541992),  Route carried "on" structure: ServiceUS 290,  Year Built: 2016,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 6,980 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,690 (year 2033),  Design Load: HL 93,  Features Intersected: Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.817,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009491,  Location: 0.9 MI SE of BW 8 (Lat: 29.867797,  Lng: -95.543700),  Route carried "on" structure: ServiceUS 290,  Year Built: 2018,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 6,580 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,890 (year 2033),  Design Load: HL 93,  Features Intersected: Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.716,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009492,  Location: 1.5 MI SE of BW 8 (Lat: 29.863856,  Lng: -95.533142),  Route carried "on" structure: ServiceUS 290,  Year Built: 2016,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 22,650 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,970 (year 2033),  Design Load: HL 93,  Features Intersected: South Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.823,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009493,  Location: 1.5 MI SE of BW 8 (Lat: 29.863603,  Lng: -95.534292),  Route carried "on" structure: ServiceUS 290,  Year Built: 2018,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 20,570 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,390 (year 2033),  Design Load: HL 93,  Features Intersected: S. Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.744,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009494,  Location: 1.45 MI E of BW 8 (Lat: 29.866919,  Lng: -95.540422),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 97,535 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 90,430 (year 2033),  Design Load: HL 93,  Features Intersected: Gessner Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.935,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.0m (108.3ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009495,  Location: 1.45 MI E OF BW 8 (Lat: 29.863889,  Lng: -95.534272),  Route carried "on" structure: US 290,  Year Built: 2018,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 70,250 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 83,610 (year 2033),  Design Load: HL 93,  Features Intersected: Gessner Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.935,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009496,  Location: 1.6 MI SE of BW 8 (Lat: 29.863792,  Lng: -95.533672),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 97,535 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 82,370 (year 2033),  Design Load: HL 93,  Features Intersected: South Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.784,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.9m (98.1ft)

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

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Structure Number: 121020005009498,  Location: 2.30 MI NW of IH 610 (Lat: 29.823658,  Lng: -95.472950),  Route carried "on" structure: US 290,  Year Built: 2017,  Status: Open,  Structure Length: 13.99m (45.90ft),  Average Daily Traffic: 273,500 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 350,800 (year 2035),  Design Load: HL 93,  Features Intersected: Antoine Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.112,  Lanes on structure: 13,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.6m (110.2ft)

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: High priority of replacement,  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: 1210200050095,  Location: 2.6 MI NW of IH610 (Lat: 29.826842,  Lng: -95.476328),  Route carried "on" structure: US 290,  Year Built: 2017,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 102,912 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 350,800 (year 2035),  Design Load: HL 93,  Features Intersected: Brickhouse Gully
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.685,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 61.9m (203.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 61.9m (203.1ft),  Out-to-Out Width: 63.3m (207.7ft)

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

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Structure Number: 121020005009502,  Location: 2.6 MI NW of IH 610 (Lat: 29.826986,  Lng: -95.476217),  Route carried "on" structure: ServiceUS 290,  Year Built: 2016,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 5,310 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,430 (year 2031),  Design Load: HL 93,  Features Intersected: Brickhouse Gully
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.685,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005009503,  Location: 2.6 MI NW of IH 610 (Lat: 29.826675,  Lng: -95.477103),  Route carried "on" structure: ServiceUS 290,  Year Built: 2016,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 5,970 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,360 (year 2031),  Design Load: HL 93,  Features Intersected: Brickhouse Gully
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.685,  Lanes on structure: 3,  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,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable 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 Precast Panels

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Structure Number: 121020005009504,  Location: 3.70 MI NW of IH 610 (Lat: 29.838397,  Lng: -95.489333),  Route carried "on" structure: US 290,  Year Built: 2017,  Status: Open,  Structure Length: 17.98m (58.99ft),  Average Daily Traffic: 82,440 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 350,800 (year 2035),  Design Load: HL 93,  Features Intersected: Bingle Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.975,  Lanes on structure: 11,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 55.7m (182.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 55.7m (182.7ft),  Out-to-Out Width: 57.1m (187.3ft)

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: Meets minimum limits,  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: 121020005009506,  Location: 3.2 MI NW of IH 610 (Lat: 29.833489,  Lng: -95.484036),  Route carried "on" structure: US 290,  Year Built: 2017,  Status: Open,  Structure Length: 17.56m (57.61ft),  Average Daily Traffic: 102,912 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 350,800 (year 2035),  Design Load: HL 93,  Features Intersected: West 43rd St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.736,  Lanes on structure: 13,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 62.1m (203.7ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 62.1m (203.7ft),  Out-to-Out Width: 63.5m (208.3ft)

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: High priority of corrective action,  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: 121020005009508,  Location: 3.7 MI NW OF IH 610 (Lat: 29.841500,  Lng: -95.491200),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 33.31m (109.28ft),  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2034),  Design Load: HL 93,  Features Intersected: US 290,  Facility Carried by Structure: PINEMONT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 63.1m (207.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009511,  Location: at US 290 and IH 610 (Lat: 29.803953,  Lng: -95.452317),  Route carried "on" structure: US 290,  Year Built: 2017,  Status: Open,  Structure Length: 36.18m (118.70ft),  Average Daily Traffic: 107,100 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: 18th STREET, CONN A
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 61.433,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 63.7m (209.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009513,  Location: 0.75 MI NW OF IH 610 (Lat: 29.807386,  Lng: -95.455600),  Route carried "on" structure: US 290,  Year Built: 2017,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 214,220 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 1 (year 2030),  Design Load: HL 93,  Features Intersected: DACOMA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.966,  Lanes on structure: 11,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 52.5m (172.2ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005009514,  Location: US290 / Dacoma Interchang (Lat: 29.807606,  Lng: -95.455683),  Route carried "on" structure: US 290,  Year Built: 2020,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 107,978 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 151,168 (year 2039),  Design Load: HL 93,  Features Intersected: Dacoma St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 32.0m (105.0ft)

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

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Structure Number: 121020005009515,  Location: 1.1 MI NW OF IH 610 (Lat: 29.810267,  Lng: -95.458936),  Route carried "on" structure: US 290,  Year Built: 2017,  Status: Open,  Structure Length: 15.51m (50.89ft),  Average Daily Traffic: 224,600 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 314,440 (year 2030),  Design Load: HL 93,  Features Intersected: MANGUM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.123,  Lanes on structure: 11,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 52.5m (172.2ft)

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: Meets minimum limits,  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: 121020005009516,  Location: US290 / Mangum Interchang (Lat: 29.810769,  Lng: -95.459072),  Route carried "on" structure: US 290,  Year Built: 2020,  Status: Open,  Structure Length: 15.51m (50.89ft),  Average Daily Traffic: 107,978 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 151,168 (year 2039),  Design Load: HL 93,  Features Intersected: Mangum
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 30.1m (98.8ft)

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

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Structure Number: 121020005009517,  Location: 1.65 MI NW OF IH 610 (Lat: 29.819008,  Lng: -95.467758),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 213,816 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 350,800 (year 2036),  Design Load: HL 93,  Features Intersected: W 34TH ST
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 58.773,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009518,  Location: 1.65 MI NW OF IH 610 (Lat: 29.819008,  Lng: -95.467758),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 273,500 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: W 34TH ST
Minimum Vertical Clearance: 3.72m (12.20ft),  Kilometerpoint: 58.773,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009519,  Location: US 290 HOV (Lat: 29.805811,  Lng: -95.454089),  Route carried "on" structure: Ramp US 290,  Year Built: 2017,  Status: Open,  Structure Length: 196.54m (644.82ft),  Average Daily Traffic: 10,000 (year 2016),  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: IH610, 18TH ST, FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 19,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 48,  Length of Maximum Span: 75.6m (248.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009526,  Location: 1.6 MI SE of BW 8 (Lat: 29.863736,  Lng: -95.534086),  Route carried "on" structure: US 290,  Year Built: 2018,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 64,280 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 76,510 (year 2033),  Design Load: HL 93,  Features Intersected: South Fork Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.784,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.4m (106.3ft)

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

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Structure Number: 121020005102007,  Location: 0.85 MI SE OF FM 1959 (Lat: 29.591147,  Lng: -95.168064),  Route carried "on" structure: State highway 3,  Year Built: 1925,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,716 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,870 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.190,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: 21.4m (70.2ft),  Out-to-Out Width: 24.2m (79.4ft)

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

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Structure Number: 121020005102014,  Location: 0.15 MILE NW OF FM 2351 (Lat: 29.581708,  Lng: -95.159328),  Route carried "on" structure: State highway 3,  Year Built: 2008,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 18,716 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,690 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.532,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 17.3m (56.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020005102072,  Location: 0.40 MI SE OF BW 8 (Lat: 29.611542,  Lng: -95.187189),  Route carried "on" structure: State highway 3,  Year Built: 1988,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 14,905 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,870 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD CHANNEL A-119-05
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.116,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  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: 18.7m (61.4ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12102000510208,  Location: 1.10 MI NE OF IH 45 (Lat: 29.616153,  Lng: -95.191281),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 28.59m (93.80ft),  Average Daily Traffic: 31,470 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,060 (year 2033),  Design Load: HS 20,  Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.308,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: 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,  Length Of Structure Improvement: 28.59m (93.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005102081,  Location: 1.10 MI NE OF IH 45 (Lat: 29.616717,  Lng: -95.191800),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 28.50m (93.50ft),  Average Daily Traffic: 31,140 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,590 (year 2033),  Design Load: HS 20,  Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.308,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: 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,  Length Of Structure Improvement: 28.59m (93.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005102349,  Location: 1.10 MI NE OF IH 45 (Lat: 29.615575,  Lng: -95.192611),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 30.11m (98.79ft),  Average Daily Traffic: 22,140 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,720 (year 2032),  Design Load: HS 20,  Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.310,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102000510235,  Location: 1.10 MI NE OF IH 45 (Lat: 29.616067,  Lng: -95.192542),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 30.11m (98.79ft),  Average Daily Traffic: 22,140 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,720 (year 2032),  Design Load: HS 20,  Features Intersected: SH 3 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.310,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005106032,  Location: 0.5 MI E OF IH 45 (Lat: 29.670333,  Lng: -95.258972),  Route carried "on" structure: State highway 3,  Year Built: 1964,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 9,743 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,450 (year 2033),  Design Load: H 20,  Features Intersected: BERRY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.340,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005106033,  Location: 0.5 MI E OF IH 45 (Lat: 29.670106,  Lng: -95.259547),  Route carried "on" structure: State highway 3,  Year Built: 1964,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 9,228 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,450 (year 2033),  Design Load: H 20,  Features Intersected: BERRY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.357,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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 or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020011005094,  Location: 1.00 MI N OF FM 1960 (Lat: 30.035644,  Lng: -95.429736),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1970,  Status: Open,  Structure Length: 11.46m (37.60ft),  Average Daily Traffic: 36,720 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,410 (year 2033),  Design Load: HS 20,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.175,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.46m (37.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020011005129,  Location: 2.20 MI N OF FM 1960 (Lat: 30.053042,  Lng: -95.432181),  Route carried "on" structure: Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 84,908 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,160 (year 2033),  Design Load: HS 20,  Features Intersected: CYPRESSWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.105,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102001100513,  Location: 0.30 MI S MONTGOMERY C/L (Lat: 30.106333,  Lng: -95.435608),  Route carried "on" structure: Other road 548,  Year Built: 1988,  Status: Open,  Structure Length: 55.99m (183.69ft),  Average Daily Traffic: 200 (year 2010),  Average Future Daily Traffic: 200 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45,  Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.870,  Lanes on structure: 2,  Lanes under structure: 17,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 64.6m (211.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020011005137,  Location: 2.1 MI N OF FM 2920 (Lat: 30.105483,  Lng: -95.435617),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1991,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 16,490 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,750 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45,  Facility Carried by Structure: SPRING CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.031,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020011005143,  Location: 4 MI S OF FM 1960 (Lat: 29.981650,  Lng: -95.422269),  Route carried "on" structure: Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 116,090 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 162,530 (year 2033),  Design Load: HS 20,  Features Intersected: AIRTEX DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.145,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $426,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $533,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005145,  Location: 2.93 MI N JCT BW8 & IH45 (Lat: 29.982200,  Lng: -95.422956),  Route carried "on" structure: Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 232,190 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 325,070 (year 2033),  Design Load: HS 20,  Features Intersected: AIRTEX DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.150,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 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: 36.6m (120.1ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels