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

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Structure Number: 121020005006105,  Location: 0.30 MI NW OF BARKER-CYPR (Lat: 29.955994,  Lng: -95.678525),  Route carried "on" structure: ServiceUS 290,  Year Built: 1991,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 15,876 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 64,540 (year 2032),  Design Load: HS 20,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.761,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005006121,  Location: 3.60 MI NW OF BARKER-CYPR (Lat: 29.982569,  Lng: -95.727375),  Route carried "on" structure: ServiceUS 290,  Year Built: 1989,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 31,130 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 43,580 (year 2036),  Design Load: HS 20,  Features Intersected: Fairfield Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.966,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: 121020005006128,  Location: 4.50 MI NW OF FM 1960 (Lat: 29.952222,  Lng: -95.673828),  Route carried "on" structure: US 290,  Year Built: 1991,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 32,070 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 64,540 (year 2032),  Design Load: HS 20,  Features Intersected: UP RR & FR TURNAROUND,  Facility Carried by Structure: BARKER-CYPRESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.680,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.13m (36.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005006138,  Location: 4.3 Mi W of BarkerCypress (Lat: 29.988328,  Lng: -95.740586),  Route carried "on" structure: US 290,  Year Built: 2002,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 65,080 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 106,140 (year 2033),  Design Load: HS 20,  Features Intersected: Mason Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.548,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 51.5m (169.0ft),  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: 36.0m (118.1ft),  Curb-To-Curb Width: 51.5m (169.0ft),  Out-to-Out Width: 53.0m (173.9ft)

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

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Structure Number: 121020005006139,  Location: 2.85 MI NW OF BARKER-CYPR (Lat: 29.979153,  Lng: -95.716578),  Route carried "on" structure: US 290,  Year Built: 2002,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 65,080 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,920 (year 2033),  Design Load: HS 20,  Features Intersected: MUESCHKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.712,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  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: 36.0m (118.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 53.0m (173.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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 Precast Panels

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Structure Number: 121020005006148,  Location: 1.95 MI NW OF BARKER-CYPR (Lat: 29.973592,  Lng: -95.699736),  Route carried "on" structure: US 290,  Year Built: 1994,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 61,738 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,920 (year 2033),  Design Load: HS 20,  Features Intersected: CYPRESS-ROSEHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.831,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 51.5m (169.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 51.5m (169.0ft),  Out-to-Out Width: 53.2m (174.5ft)

Condition: Deck: Fair,  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: 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 Precast Panels

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Structure Number: 121020005006149,  Location: 1.65 MI NW OF BARKER-CYPR (Lat: 29.971589,  Lng: -95.694536),  Route carried "on" structure: US 290,  Year Built: 1994,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 61,738 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,920 (year 2033),  Design Load: HS 20,  Features Intersected: SPRING CYPRESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.386,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 53.2m (174.5ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.49m (37.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102000500615,  Location: 0.95 MI NW OF BARKER-CYPR (Lat: 29.962903,  Lng: -95.687892),  Route carried "on" structure: US 290,  Year Built: 1994,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 61,738 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,920 (year 2033),  Design Load: HS 20,  Features Intersected: SKINNER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.561,  Lanes on structure: 9,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 53.0m (173.9ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.09m (33.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005006157,  Location: 8.60 MI SE OF FM 2920 (Lat: 30.003086,  Lng: -95.779661),  Route carried "on" structure: US 290,  Year Built: 2004,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 61,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 135,210 (year 2036),  Design Load: HS 20,  Features Intersected: BAUER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.269,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 51.8m (169.9ft),  Out-to-Out Width: 53.2m (174.5ft)

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: 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: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005006158,  Location: 6.50 MI SE OF FM 2920 (Lat: 30.016319,  Lng: -95.814761),  Route carried "on" structure: US 290,  Year Built: 2004,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 48,594 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,000 (year 2036),  Design Load: HS 20,  Features Intersected: ROBERTS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.770,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  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: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005006159,  Location: 7.50 MI SE OF FM 2290 (Lat: 30.010144,  Lng: -95.798814),  Route carried "on" structure: US 290,  Year Built: 2004,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 39,375 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,000 (year 2036),  Design Load: HS 20,  Features Intersected: BECKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.450,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 41.6m (136.5ft)

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

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Structure Number: 121020005006175,  Location: 3.60 MI NW Barker-Cypress (Lat: 29.983317,  Lng: -95.727328),  Route carried "on" structure: US 290,  Year Built: 2006,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 65,080 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 106,140 (year 2033),  Design Load: HS 20,  Features Intersected: Fairfield Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.596,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 40.0m (131.2ft),  Out-to-Out Width: 56.9m (186.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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 Precast Panels

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Structure Number: 121020005006187,  Location: 1.3 MI W of Mason Dr (Lat: 29.996494,  Lng: -95.762428),  Route carried "on" structure: US 290,  Year Built: 2005,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 65,080 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 106,140 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.115,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 50.9m (167.0ft),  Out-to-Out Width: 88.1m (289.0ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Better than 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: Monolithic Concrete

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Structure Number: 12102000500646,  Location: 0.75 Mile S of US 290 (Lat: 29.999608,  Lng: -95.771858),  Route carried "on" structure: Ramp US 290,  Year Built: 2013,  Status: Open,  Structure Length: 129.60m (425.20ft),  Average Daily Traffic: 8,530 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,900 (year 2035),  Design Load: HL 93,  Features Intersected: US 290 EBFR & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.483,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 32,  Length of Maximum Span: 73.5m (241.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

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

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Structure Number: 121020005006461,  Location: .3 Mi W of Fairfield Pl (Lat: 29.995350,  Lng: -95.768650),  Route carried "on" structure: Ramp US 290,  Year Built: 2013,  Status: Open,  Structure Length: 101.32m (332.41ft),  Average Daily Traffic: 38,840 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,030 (year 2035),  Design Load: HL 93,  Features Intersected: US 290 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.717,  Lanes on structure: 1,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 22,  Length of Maximum Span: 82.0m (269.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

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

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Structure Number: 121020005006462,  Location: 0.3 Mi W of Fairfield Pl (Lat: 29.995625,  Lng: -95.768472),  Route carried "on" structure: State highway 99,  Year Built: 2013,  Status: Open,  Structure Length: 134.72m (441.99ft),  Average Daily Traffic: 24,760 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,590 (year 2031),  Design Load: HL 93,  Features Intersected: US 290 EBFR; UPRR; Mound
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.333,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 33,  Length of Maximum Span: 73.5m (241.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005006463,  Location: 0.3 Mi W of Fairfield Pl (Lat: 29.998050,  Lng: -95.766200),  Route carried "on" structure: Ramp State highway 99,  Year Built: 2013,  Status: Open,  Structure Length: 75.53m (247.80ft),  Average Daily Traffic: 24,760 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,590 (year 2031),  Design Load: HL 93,  Features Intersected: US 290
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 26.696,  Lanes on structure: 1,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 11,  Length of Maximum Span: 75.3m (247.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.6m (28.2ft)

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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005006509,  Location: 4.50 Mi NW of FM 1960 (Lat: 29.952856,  Lng: -95.673519),  Route carried "on" structure: County highway ,  Year Built: 1991,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 6,800 (year 2012),  Average Future Daily Traffic: 6,800 (year 2032),  Design Load: H 20,  Features Intersected: US 290,  Facility Carried by Structure: Barker-Cypress Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 30.5m (100.1ft)

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: 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: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102000500652,  Location: 4.58 Miles NW of Fry Rd (Lat: 29.999681,  Lng: -95.771861),  Route carried "on" structure: Ramp State highway 290,  Year Built: 2015,  Status: Open,  Structure Length: 39.01m (127.99ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 118,300 (year 2035),  Design Load: HL 93,  Features Intersected: US 290
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 14,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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

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Structure Number: 121020005006521,  Location: AT JCT OF US 290, SH 99 (Lat: 29.996389,  Lng: -95.768800),  Route carried "on" structure: Other road 99,  Year Built: 2015,  Status: Open,  Structure Length: 36.45m (119.59ft),  Average Daily Traffic: 4,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2035),  Design Load: HL 93,  Features Intersected: US 290; UP RAILROAD
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 26.339,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 121020005006522,  Location: AT JCT OF US 290, SH 99 (Lat: 29.999769,  Lng: -95.769092),  Route carried "on" structure: Other road 99,  Year Built: 2015,  Status: Open,  Structure Length: 36.45m (119.59ft),  Average Daily Traffic: 4,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,000 (year 2035),  Design Load: HL 93,  Features Intersected: US 290; UP RAILROAD
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 27.208,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 121020005006523,  Location: 0.27 Miles N of US 290 (Lat: 30.002981,  Lng: -95.768769),  Route carried "on" structure: Ramp State highway 99,  Year Built: 2015,  Status: Open,  Structure Length: 66.36m (217.72ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 118,300 (year 2035),  Design Load: HL 93,  Features Intersected: Cypresswood Dr ; FRs
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.300,  Lanes on structure: 1,  Lanes under structure: 10,  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: 18,  Number Of Approach Spans: 3,  Length of Maximum Span: 37.5m (123.0ft),  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005006524,  Location: 2.7 Mi SE of SH99 Toll Rd (Lat: 29.983608,  Lng: -95.727194),  Route carried "on" structure: ServiceUS 290,  Year Built: 2020,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 17,500 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,200 (year 2034),  Design Load: HL 93,  Features Intersected: Fairfield Channel
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very 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: 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: 121020005008129,  Location: 1.6MI N OF HUFFMEISTER (Lat: 29.936475,  Lng: -95.649997),  Route carried "on" structure: US 290,  Year Built: 1991,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 123,436 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 119,240 (year 2033),  Design Load: HS 20,  Features Intersected: TELGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.525,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 31 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: 38.1m (125.0ft),  Curb-To-Curb Width: 51.9m (170.3ft),  Out-to-Out Width: 52.9m (173.6ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005008472,  Location: 5.75 MI NW OF BW8 (Lat: 29.923608,  Lng: -95.627967),  Route carried "on" structure: US 290,  Year Built: 2018,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 66,095 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 80,480 (year 2035),  Design Load: HL 93,  Features Intersected: HUFFMEISTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.995,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 30.1m (98.8ft)

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

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Structure Number: 121020005008474,  Location: @ JCT OF FM1960 (Lat: 29.916361,  Lng: -95.615481),  Route carried "on" structure: US 290,  Year Built: 2018,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 59,769 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,620 (year 2035),  Design Load: HL 93,  Features Intersected: SH6/FM1960 Frtg Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.502,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 29.9m (98.1ft)

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: Superior to present desirable criteria,  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: 121020005008475,  Location: US290 & SH 6 intersection (Lat: 29.916950,  Lng: -95.616225),  Route carried "on" structure: US 290,  Year Built: 2020,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 66,095 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,990 (year 2035),  Design Load: HL 93,  Features Intersected: SH6/FM 1960 Frtg. Roads
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.502,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.3m (96.1ft)

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: 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020005008476,  Location: US 290 and SH6 Jct (Lat: 29.913878,  Lng: -95.621850),  Route carried "on" structure: State highway 6,  Year Built: 2020,  Status: Open,  Structure Length: 121.71m (399.31ft),  Average Daily Traffic: 42,314 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 70,750 (year 2035),  Design Load: HL 93,  Features Intersected: US 290; RR; and other st
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.558,  Lanes on structure: 4,  Lanes under structure: 22,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 34,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020005008481,  Location: SH6 & US 290 JCT (Lat: 29.910483,  Lng: -95.613517),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2020,  Status: Open,  Structure Length: 53.49m (175.49ft),  Average Daily Traffic: 5,335 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,422 (year 2035),  Design Load: HL 93,  Features Intersected: US 290 EB Frtg Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under 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: 17,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020005009146,  Location: 0.35 MI SE OF BW 8 (Lat: 29.871006,  Lng: -95.549875),  Route carried "on" structure: Ramp US 290,  Year Built: 1988,  Status: Open,  Structure Length: 39.50m (129.59ft),  Average Daily Traffic: 15,750 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,200 (year 2036),  Design Load: HS 20,  Features Intersected: US 290 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.194,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 13,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: 121020005009457,  Location: IH610 / US290 INTERCHANG (Lat: 29.798297,  Lng: -95.451300),  Route carried "on" structure: Ramp US 290,  Year Built: 2014,  Status: Open,  Structure Length: 200.19m (656.79ft),  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,000 (year 2031),  Design Load: HL 93,  Features Intersected: RAMPS 113&115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 54,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: 121020005009467,  Location: 0.5 MI SE OF BELTWAY 8 (Lat: 29.870050,  Lng: -95.548653),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 27.40m (89.90ft),  Average Daily Traffic: 27,750 (year 2011),  Average Future Daily Traffic: 18,000 (year 2029),  Design Load: HL 93,  Features Intersected: US 290,  Facility Carried by Structure: W LITTLE YORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102000500947,  Location: 0.2 MI W of IH 610 (Lat: 29.807267,  Lng: -95.455200),  Route carried "on" structure: Ramp US 290,  Year Built: 2017,  Status: Open,  Structure Length: 30.27m (99.31ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,210 (year 2036),  Design Load: HL 93,  Features Intersected: Mangum Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.204,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020005009471,  Location: 0.25 MI W of IH 610 (Lat: 29.807631,  Lng: -95.455731),  Route carried "on" structure: Ramp US 290,  Year Built: 2017,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,360 (year 2036),  Design Load: HL 93,  Features Intersected: US 290/Dacoma U Turn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.478,  Lanes on structure: 1,  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: 35.1m (115.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

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,  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: 121020005009482,  Location: 0.9 MI SE of Beltway 8 (Lat: 29.867717,  Lng: -95.542233),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 97,535 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 253,000 (year 2033),  Design Load: HL 93,  Features Intersected: Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.742,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.0m (108.3ft)

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

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Structure Number: 121020005009483,  Location: 0.9 MI SE OF BELTWAY 8 (Lat: 29.867100,  Lng: -95.541756),  Route carried "on" structure: US 290,  Year Built: 2018,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 70,250 (year 2013),  Average Future Daily Traffic: 83,610 (year 2033),  Design Load: HL 93,  Features Intersected: Cole Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.742,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 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 Precast Panels

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Structure Number: 121020005009484,  Location: 3.4 MI SE of BW 8 (Lat: 29.848775,  Lng: -95.505011),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 82,440 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 96,850 (year 2033),  Design Load: HL 93,  Features Intersected: Hollister Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.364,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020005009485,  Location: 3.4 MI SE OF BW 8 (Lat: 29.849303,  Lng: -95.506458),  Route carried "on" structure: US 290,  Year Built: 2018,  Status: Open,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 82,160 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 97,740 (year 2033),  Design Load: HL 93,  Features Intersected: HOLLISTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.963,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 121020005009486,  Location: 3.2 MI SE of BW 8 (Lat: 29.851119,  Lng: -95.509194),  Route carried "on" structure: US 290,  Year Built: 2016,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 82,186 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 96,850 (year 2033),  Design Load: HL 93,  Features Intersected: West Tidwell Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.472,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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 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: 121020005009487,  Location: 3.2 MI SE OF BW 8 (Lat: 29.851558,  Lng: -95.510547),  Route carried "on" structure: US 290,  Year Built: 2018,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 82,160 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 97,740 (year 2033),  Design Load: HL 93,  Features Intersected: West Tidwell Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.472,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.0m (187.0ft),  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 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