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

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Structure Number: 121020005008107,  Location: 1.30 MI SE OF FM 1960 (Lat: 29.902147,  Lng: -95.600939),  Route carried "on" structure: US 290,  Year Built: 1989,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 62.88m (206.30ft),  Average Daily Traffic: 188,024 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 256,824 (year 2033),  Design Load: HS 20,  Features Intersected: ELDRIDGE RD & WEST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.459,  Lanes on structure: 9,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 22,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 56.1m (184.1ft),  Out-to-Out Width: 58.6m (192.3ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005008108,  Location: 1.90 MI SE OF FM 1960 (Lat: 29.898400,  Lng: -95.595447),  Route carried "on" structure: US 290,  Year Built: 1989,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 97,535 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 112,790 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD Unit E135-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.403,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005008109,  Location: 2.70 MI SE OF FM 1960 (Lat: 29.890600,  Lng: -95.584572),  Route carried "on" structure: US 290,  Year Built: 1989,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 21.73m (71.29ft),  Average Daily Traffic: 188,024 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 225,580 (year 2033),  Design Load: HS 20,  Features Intersected: JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.689,  Lanes on structure: 11,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 65.2m (213.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 65.2m (213.9ft),  Out-to-Out Width: 66.0m (216.5ft)

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

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Structure Number: 12102000500811,  Location: 1.90 MI NW OF BWY 8 (Lat: 29.888075,  Lng: -95.580981),  Route carried "on" structure: US 290,  Year Built: 1989,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 88,163 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 225,580 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD Unit E127-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.232,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 63.2m (207.3ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 63.2m (207.3ft),  Out-to-Out Width: 66.6m (218.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: 121020005008115,  Location: 1.90 MI SE OF FM 1960 (Lat: 29.898228,  Lng: -95.595864),  Route carried "on" structure: US 290,  Year Built: 1985,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 88,163 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 112,790 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD Unit E135-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.403,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005008131,  Location: 1.90 MI SE OF FM 1960 (Lat: 29.897631,  Lng: -95.594625),  Route carried "on" structure: Ramp US 290,  Year Built: 1989,  Status: Open,  Structure Length: 32.40m (106.30ft),  Average Daily Traffic: 16,110 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,550 (year 2033),  Design Load: HS 20,  Features Intersected: US 290 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.276,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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 Cast-file-Place

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Structure Number: 121020005008477,  Location: 1.9 MI SE OF FM 1960 (Lat: 29.898097,  Lng: -95.595978),  Route carried "on" structure: ServiceUS 290,  Year Built: 2014,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,910 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,070 (year 2031),  Design Load: HL 93,  Features Intersected: HCFCD DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.403,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 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: 1.9m (6.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.1m (33.1ft)

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

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Structure Number: 121020005008478,  Location: 1.9 MI SE of FM 1960 (Lat: 29.898575,  Lng: -95.595278),  Route carried "on" structure: ServiceUS 290,  Year Built: 2018,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 5,380 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,140 (year 2035),  Design Load: HL 93,  Features Intersected: HCFCD E-135-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.403,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 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: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal 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: 121020005008479,  Location: 0.3 MI SE of Jones Rd. (Lat: 29.888228,  Lng: -95.580617),  Route carried "on" structure: ServiceUS 290,  Year Built: 2018,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,740 (year 2035),  Design Load: HL 93,  Features Intersected: HCFCD E-127-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.232,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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 or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

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

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Structure Number: 12102000500848,  Location: 0.3 MI SE OF JOINES RD (Lat: 29.887800,  Lng: -95.581422),  Route carried "on" structure: ServiceUS 290,  Year Built: 2014,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,910 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,070 (year 2031),  Design Load: HL 93,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.232,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

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

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Structure Number: 121020005008525,  Location: 1.90 MI SE OF FM 1960 (Lat: 29.899192,  Lng: -95.595736),  Route carried "on" structure: Ramp US 290,  Year Built: 2018,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 16,110 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,550 (year 2033),  Design Load: HL 93,  Features Intersected: US 290 WB FR AT WEST RD
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 36.357,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 21.0m (68.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

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: Somewhat better than minimum adequacy,  Underclear: 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: 121020005009116,  Location: 0.70 MI NW OF BWY 8 (Lat: 29.879450,  Lng: -95.568539),  Route carried "on" structure: Alternate US 290,  Year Built: 1989,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 25.18m (82.61ft),  Average Daily Traffic: 46,500 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 87,780 (year 2034),  Design Load: HS 20,  Features Intersected: FM 529
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.708,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 33.2m (108.9ft)

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

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Structure Number: 121020005009117,  Location: 0.40 MI W OF BWY 8 (Lat: 29.876767,  Lng: -95.563111),  Route carried "on" structure: US 290,  Year Built: 1990,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 88,163 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 112,790 (year 2033),  Design Load: HS 20,  Features Intersected: SENATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.683,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Satisfactory,  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: 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: 121020005009118,  Location: US 290 AT BELTWAY 8 (Lat: 29.873292,  Lng: -95.555261),  Route carried "on" structure: US 290,  Year Built: 1990,  Status: Open,  Structure Length: 23.47m (77.00ft),  Average Daily Traffic: 88,163 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 112,790 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 Frontage Roads
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 48.280,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  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: 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: 121020005009119,  Location: US 290 AT BELTWAY 8 (Lat: 29.873408,  Lng: -95.555089),  Route carried "on" structure: US 290,  Year Built: 1990,  Status: Open,  Structure Length: 23.47m (77.00ft),  Average Daily Traffic: 97,535 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 112,790 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 Frontage Roads
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 48.280,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 12102000500912,  Location: US 290 AT BELTWAY 8 (Lat: 29.872444,  Lng: -95.553128),  Route carried "on" structure: Ramp US 290,  Year Built: 1990,  Status: Open,  Structure Length: 23.47m (77.00ft),  Average Daily Traffic: 14,750 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,550 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 Frontage Roads
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 47.138,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

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

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Structure Number: 121020005009147,  Location: 0.35 MI SE OF BW 8 (Lat: 29.871394,  Lng: -95.551061),  Route carried "on" structure: Ramp US 290,  Year Built: 1988,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 79,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 146,300 (year 2036),  Design Load: HS 20,  Features Intersected: US 290 EBFR & Coll-Dist
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.182,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009151,  Location: 0.60 MI NW OF BWY 8 (Lat: 29.876936,  Lng: -95.563019),  Route carried "on" structure: US 290,  Year Built: 1990,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 97,535 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 112,790 (year 2033),  Design Load: HS 20,  Features Intersected: SENATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.616,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 37.9m (124.3ft)

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: 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: 121020005009152,  Location: 0.70 MI NW OF BWY 8 (Lat: 29.879439,  Lng: -95.568886),  Route carried "on" structure: US 290,  Year Built: 1990,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 25.18m (82.61ft),  Average Daily Traffic: 88,163 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 112,790 (year 2033),  Design Load: HS 20,  Features Intersected: FM 529
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.708,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 33.0m (108.3ft)

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

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Structure Number: 12102000500916,  Location: US 290 AT BELTWAY 8 (Lat: 29.872167,  Lng: -95.558225),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 105.77m (347.01ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,200 (year 2036),  Design Load: HS 20,  Features Intersected: US 290 EBFR & BW 8 NBFR
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 28.683,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009161,  Location: US 290 AT BELTWAY 8 (Lat: 29.873342,  Lng: -95.552603),  Route carried "on" structure: Ramp US 290,  Year Built: 1990,  Status: Open,  Structure Length: 26.24m (86.09ft),  Average Daily Traffic: 16,110 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,550 (year 2033),  Design Load: HS 20,  Features Intersected: US 290 WB FR & BW8 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.200,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009162,  Location: US 290 AT BELTWAY 8 (Lat: 29.874000,  Lng: -95.554925),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Status: Open,  Structure Length: 165.02m (541.40ft),  Average Daily Traffic: 31,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 50,000 (year 2029),  Design Load: HS 20,  Features Intersected: US 290
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 28.683,  Lanes on structure: 3,  Lanes under structure: 29,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 40,  Number Of Approach Spans: 14,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

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

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Structure Number: 121020005009163,  Location: US 290 AT BELTWAY 8 (Lat: 29.873867,  Lng: -95.554769),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Status: Open,  Structure Length: 165.02m (541.40ft),  Average Daily Traffic: 216,828 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 346,925 (year 2035),  Design Load: HS 20,  Features Intersected: US 290
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 28.683,  Lanes on structure: 3,  Lanes under structure: 29,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 40,  Number Of Approach Spans: 14,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

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

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Structure Number: 121020005009164,  Location: US 290 AT BELTWAY 8 (Lat: 29.874967,  Lng: -95.559769),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Status: Open,  Structure Length: 24.02m (78.81ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,000 (year 2036),  Design Load: HS 20,  Features Intersected: US 290 EBFR & BW 8 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.382,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 121020005009176,  Location: US 290 AT BELTWAY 8 (Lat: 29.874786,  Lng: -95.553656),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Status: Open,  Structure Length: 103.27m (338.81ft),  Average Daily Traffic: 14,300 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,200 (year 2036),  Design Load: HS 20,  Features Intersected: US 290 WBFR & BW 8 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.683,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 22,  Length of Maximum Span: 75.9m (249.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009177,  Location: US 290 AT BELTWAY 8 (Lat: 29.872386,  Lng: -95.552253),  Route carried "on" structure: Ramp US 290,  Year Built: 1990,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 114.12m (374.41ft),  Average Daily Traffic: 16,110 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,550 (year 2033),  Design Load: HS 20,  Features Intersected: US 290 AND BW 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.202,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 21,  Length of Maximum Span: 67.7m (222.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 114.12m (374.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: January 2021,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $244,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009178,  Location: US 290 AT BELTWAY 8 (Lat: 29.874236,  Lng: -95.557878),  Route carried "on" structure: Ramp US 290,  Year Built: 1990,  Status: Open,  Structure Length: 126.22m (414.11ft),  Average Daily Traffic: 16,500 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,000 (year 2029),  Design Load: HS 20,  Features Intersected: US 290 AND BW 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.382,  Lanes on structure: 1,  Lanes under structure: 18,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 28,  Length of Maximum Span: 74.1m (243.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009179,  Location: US 290 AT BELTWAY 8 (Lat: 29.873336,  Lng: -95.554147),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Status: Open,  Structure Length: 29.44m (96.59ft),  Average Daily Traffic: 9,400 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2036),  Design Load: HS 20,  Features Intersected: US 290 ML & BW 8 ML
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 28.683,  Lanes on structure: 1,  Lanes under structure: 21,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 68.0m (223.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102000500918,  Location: US 290 AT BELTWAY 8 (Lat: 29.873536,  Lng: -95.557558),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Status: Open,  Structure Length: 33.28m (109.19ft),  Average Daily Traffic: 7,500 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2036),  Design Load: HS 20,  Features Intersected: US 290 ML & BW 8 ML
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 28.683,  Lanes on structure: 2,  Lanes under structure: 19,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 80.8m (265.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009464,  Location: US 290 & BW 8 Interchange (Lat: 29.873950,  Lng: -95.557156),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 24.17m (79.30ft),  Average Daily Traffic: 15,980 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,950 (year 2035),  Design Load: HL 93,  Features Intersected: BW 8 SB & NB Frontage Rd
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: 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: 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: 121020005009465,  Location: 0.5 MI W of BW 8 (Lat: 29.876878,  Lng: -95.563736),  Route carried "on" structure: ServiceUS 290,  Year Built: 2016,  Status: Open,  Structure Length: 19.26m (63.19ft),  Average Daily Traffic: 15,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,000 (year 2033),  Design Load: HL 93,  Features Intersected: Senate Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 121020005009468,  Location: 0.5 MI W of BW 8 (Lat: 29.877294,  Lng: -95.563497),  Route carried "on" structure: ServiceUS 290,  Year Built: 2016,  Status: Open,  Structure Length: 21.03m (69.00ft),  Average Daily Traffic: 15,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,000 (year 2033),  Design Load: HL 93,  Features Intersected: Senate Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: 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: 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 Precast Panels

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Structure Number: 121020005009469,  Location: US 290 & BW 8 Interchange (Lat: 29.874350,  Lng: -95.556650),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 26.43m (86.71ft),  Average Daily Traffic: 21,990 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,520 (year 2035),  Design Load: HL 93,  Features Intersected: BW 8 SB & NB Frontage Rd
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: 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: 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: 121020325601089,  Location: 0.90 MI N OF US 290 (Lat: 29.883864,  Lng: -95.548286),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 14,527 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,360 (year 2033),  Design Load: HS 20,  Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.154,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102032560109,  Location: 0.90 MI N OF US 290 (Lat: 29.884314,  Lng: -95.549461),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 13,938 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,730 (year 2033),  Design Load: HS 20,  Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.154,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325601091,  Location: 1.80 MI N OF US 290 (Lat: 29.895878,  Lng: -95.549150),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 18,851 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,730 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.488,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325601093,  Location: 1.80 MI N OF US 290 (Lat: 29.896278,  Lng: -95.549997),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 18,716 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,730 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.488,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325601182,  Location: 0.50 MI N OF US 290 (Lat: 29.879006,  Lng: -95.548817),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 32,438 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 59,760 (year 2035),  Design Load: HS 20,  Features Intersected: W GULF BANK RD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 32.274,  Lanes on structure: 5,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: 121020325601183,  Location: 0.90 MI N OF US 290 (Lat: 29.884328,  Lng: -95.549086),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 13,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,950 (year 2030),  Design Load: HS 20,  Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.154,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Superior to present desirable criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020325601184,  Location: 0.90 MI N OF US 290 (Lat: 29.883850,  Lng: -95.548661),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 13,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,950 (year 2030),  Design Load: HS 20,  Features Intersected: WHITE OAK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.154,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Superior to present desirable criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020325601187,  Location: 1.20 MI N OF US 290 (Lat: 29.886775,  Lng: -95.549269),  Route carried "on" structure: Other road 8,  Year Built: 1990,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 13,000 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,950 (year 2031),  Design Load: HS 20,  Features Intersected: PHILIPPINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.481,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.8m (71.5ft)

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: Somewhat better than minimum adequacy,  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