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

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Structure Number: 120800002708017,  Location: 0.25 MI E OF SH 6 (Lat: 29.615303,  Lng: -95.645147),  Route carried "on" structure: Alternate US 90,  Year Built: 2007,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 21,340 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,880 (year 2033),  Design Load: HS 20,  Features Intersected: Ditch H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.476,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 120800002708018,  Location: 0.15 MI E OF SH 6 (Lat: 29.614625,  Lng: -95.646442),  Route carried "on" structure: Alternate US 90,  Year Built: 2007,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 21,340 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,880 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.610,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Very 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 12080000270802,  Location: 1.05 MI E OF SH 6 (Lat: 29.620322,  Lng: -95.633939),  Route carried "on" structure: Alternate State highway 90,  Year Built: 2008,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 14,000 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,580 (year 2032),  Design Load: HS 20,  Features Intersected: OYSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.296,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120800002708027,  Location: 0.95 MI W OF SH 6 (Lat: 29.607164,  Lng: -95.663847),  Route carried "on" structure: Alternate US 90,  Year Built: 1925,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 27,544 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,053 (year 2039),  Design Load: H 15,  Features Intersected: BULLHEAD BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.063,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120800002708028,  Location: 0.20 MI SW OF SH 6 (Lat: 29.612322,  Lng: -95.652192),  Route carried "on" structure: Alternate US 90,  Year Built: 1925,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 10,670 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,940 (year 2033),  Design Load: H 15,  Features Intersected: PRISON FARM RD (RELIEF)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.289,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120800002708058,  Location: 0.20 MI SW OF SH 6 (Lat: 29.612147,  Lng: -95.652047),  Route carried "on" structure: Alternate US 90,  Year Built: 1942,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 10,670 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,940 (year 2033),  Design Load: H 20,  Features Intersected: PRISON FARM RD (RELIEF)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.289,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12080000271205,  Location: 1.3 Mi SW of Brazos River (Lat: 29.560939,  Lng: -95.691253),  Route carried "on" structure: US 59,  Year Built: 2007,  Status: Open,  Structure Length: 23.62m (77.49ft),  Average Daily Traffic: 15,336 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 94,650 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: SH 99 & Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.226,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 31.7m (104.0ft)

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

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Structure Number: 120800002712061,  Location: 1.3 Mi SW of Brazos River (Lat: 29.562017,  Lng: -95.688600),  Route carried "on" structure: US 59,  Year Built: 2007,  Status: Open,  Structure Length: 23.50m (77.10ft),  Average Daily Traffic: 16,033 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 94,650 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: SH 99 & Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.208,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 31.7m (104.0ft)

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

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Structure Number: 120800002712127,  Location: 0.60 MI SW OF US 90A (Lat: 29.621661,  Lng: -95.600478),  Route carried "on" structure: Interstate 69,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 183,561 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 240,240 (year 2031),  Design Load: HS 20,  Features Intersected: Storm Sewer Lateral
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.080,  Lanes on structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 74.4m (244.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 120800002712131,  Location: 0.95 MI E OF FM 2759 (Lat: 29.564286,  Lng: -95.676047),  Route carried "on" structure: US 59,  Year Built: 1971,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 94,650 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 189,300 (year 2031),  Design Load: HS 20,  Features Intersected: Middle Bayou Tributary
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.893,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 71.3m (233.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 120800002712135,  Location: 2.00 MI SW OF SH 6 (Lat: 29.580231,  Lng: -95.649069),  Route carried "on" structure: US 59,  Year Built: 1971,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 27,291 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 94,650 (year 2031),  Design Load: HS 20,  Features Intersected: Alcorn Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.783,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 120800002712145,  Location: 0.30 MI NE OF SH 6 (Lat: 29.601517,  Lng: -95.618983),  Route carried "on" structure: Interstate 69,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 180,252 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 252,353 (year 2039),  Design Load: HS 20,  Features Intersected: OYSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.954,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 49.3m (161.7ft),  Out-to-Out Width: 50.8m (166.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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

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Structure Number: 120800002712299,  Location: 4.95 MI NE OF SH 99 (Lat: 29.597933,  Lng: -95.622422),  Route carried "on" structure: Interstate 69,  Year Built: 2002,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 156,030 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 240,320 (year 2031),  Design Load: HS 20,  Features Intersected: SH 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.474,  Lanes on structure: 12,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 56.1m (184.1ft),  Out-to-Out Width: 57.4m (188.3ft)

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

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Structure Number: 1208000027123,  Location: 0.30 MI NE OF SH 6 (Lat: 29.601881,  Lng: -95.619353),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 2001,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 11,900 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,150 (year 2032),  Design Load: HS 20,  Features Intersected: OYSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.954,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.0m (59.1ft)

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

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Structure Number: 120800002712301,  Location: 0.30 MI NE OF SH 6 (Lat: 29.601397,  Lng: -95.618725),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 2001,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 11,900 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,150 (year 2032),  Design Load: HS 20,  Features Intersected: OYSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.954,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned 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: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $31,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120800002712302,  Location: 0.80 MI NE OF SH 6 (Lat: 29.607497,  Lng: -95.613547),  Route carried "on" structure: Interstate 69,  Year Built: 2002,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 156,030 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 240,320 (year 2031),  Design Load: HS 20,  Features Intersected: Williams Trace Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.188,  Lanes on structure: 12,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 30 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: 56.1m (184.1ft),  Out-to-Out Width: 57.4m (188.3ft)

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: 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 Precast Panels

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Structure Number: 120800002712309,  Location: 2.0 Mi NE of SH 6 (Lat: 29.621317,  Lng: -95.601503),  Route carried "on" structure: Interstate 69,  Year Built: 2004,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 183,561 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 240,240 (year 2031),  Design Load: HS 20,  Features Intersected: SP 41 (Sugar Creek Blvd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.186,  Lanes on structure: 10,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 50.7m (166.3ft),  Out-to-Out Width: 51.9m (170.3ft)

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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12080000271231,  Location: 2.0 Mi NE of SH 6 (Lat: 29.621475,  Lng: -95.602203),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 2008,  Status: Open,  Structure Length: 62.45m (204.89ft),  Average Daily Traffic: 5,001 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,900 (year 2030),  Design Load: HS 20,  Features Intersected: SP 41 & IH 69 SB Exit
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.4m (27.6ft)

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

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Structure Number: 120800002712311,  Location: 2.0 Mi NE of SH 6 (Lat: 29.624381,  Lng: -95.596772),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 2008,  Status: Open,  Structure Length: 60.38m (198.10ft),  Average Daily Traffic: 5,001 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,900 (year 2030),  Design Load: HS 20,  Features Intersected: SP 41 & IH 69 NB On Rp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

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: 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 Precast Panels

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Structure Number: 120800002712323,  Location: 2.65 MI NE OF SH 6 (Lat: 29.627881,  Lng: -95.593119),  Route carried "on" structure: Interstate 69,  Year Built: 2002,  Status: Open,  Structure Length: 73.12m (239.90ft),  Average Daily Traffic: 183,561 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 216,620 (year 2031),  Design Load: HS 20,  Features Intersected: US 90A & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.054,  Lanes on structure: 12,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 56.4m (185.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 21,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 56.4m (185.0ft),  Out-to-Out Width: 57.7m (189.3ft)

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

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Structure Number: 120800002712325,  Location: 3.5 MI NE OF SH 6 (Lat: 29.627969,  Lng: -95.594928),  Route carried "on" structure: Alternate US 90,  Year Built: 2007,  Status: Open,  Structure Length: 36.12m (118.50ft),  Average Daily Traffic: 12,600 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,750 (year 2034),  Design Load: HS 20,  Features Intersected: IH 69 / US 59 FR
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.12m (118.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $92,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $115,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120800002712326,  Location: 3.5 MI NE OF SH 6 (Lat: 29.627769,  Lng: -95.594892),  Route carried "on" structure: Alternate US 90,  Year Built: 2007,  Status: Open,  Structure Length: 31.36m (102.89ft),  Average Daily Traffic: 12,600 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,750 (year 2034),  Design Load: HS 20,  Features Intersected: IH 69 / US 59 FR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.36m (102.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $100,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120800002712333,  Location: 1.50 MI NE OF BRAZOS RIV (Lat: 29.581386,  Lng: -95.647842),  Route carried "on" structure: Interstate 69,  Year Built: 2006,  Status: Open,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 94,650 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 189,300 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: University Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.612,  Lanes on structure: 12,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 62.2m (204.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 62.1m (203.7ft),  Out-to-Out Width: 63.4m (208.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Better than present minimum criteria,  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: 120800002712334,  Location: 1.0 MI SW OF SH 6 (Lat: 29.588983,  Lng: -95.634442),  Route carried "on" structure: Interstate 69,  Year Built: 2007,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 94,650 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 189,300 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: Sweetwater Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.017,  Lanes on structure: 12,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 62.2m (204.1ft),  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: 62.2m (204.1ft),  Out-to-Out Width: 63.4m (208.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Meets minimum limits,  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: 120800002712335,  Location: 1.35 MI SW OF SH 6 (Lat: 29.586525,  Lng: -95.639603),  Route carried "on" structure: Interstate 69,  Year Built: 2006,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 94,650 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 189,300 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: Ditch H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.653,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 54.8m (179.8ft),  Out-to-Out Width: 56.1m (184.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 120800002712336,  Location: 1.35 MI SW OF SH 6 (Lat: 29.586869,  Lng: -95.639628),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 2007,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 24,200 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,880 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: Ditch H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.634,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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 corrective action,  Waterway Adequacy: 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: 120800002712337,  Location: 1.35 MI SW OF SH 6 (Lat: 29.585147,  Lng: -95.640256),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 2007,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 24,280 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,350 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: Ditch H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.669,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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 corrective action,  Waterway Adequacy: 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: 120800002712342,  Location: 3.5 MI SW OF SH 6 (Lat: 29.568311,  Lng: -95.668133),  Route carried "on" structure: Interstate 69,  Year Built: 2008,  Status: Open,  Structure Length: 43.43m (142.49ft),  Average Daily Traffic: 27,291 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 76,500 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: Brazos River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.876,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 62.2m (204.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 85.3m (279.9ft),  Curb-To-Curb Width: 62.2m (204.1ft),  Out-to-Out Width: 63.4m (208.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120800002712343,  Location: 4.103 MI S OF US 90A (Lat: 29.576911,  Lng: -95.654072),  Route carried "on" structure: US 59,  Year Built: 2007,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 27,291 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 134,300 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: Channel A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.555,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 54.9m (180.1ft),  Out-to-Out Width: 56.1m (184.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $45,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120800002712344,  Location: 3.50 MI SW OF SH 6 (Lat: 29.566889,  Lng: -95.669319),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 2007,  Status: Open,  Structure Length: 43.43m (142.49ft),  Average Daily Traffic: 7,000 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,000 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: Brazos River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.876,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120800002712345,  Location: 4.103 MI S OF US 90A (Lat: 29.576714,  Lng: -95.653769),  Route carried "on" structure: ServiceUS 59,  Year Built: 2007,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 15,100 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 40,000 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: Channel A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.547,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120800002712346,  Location: 3.3 MI SW OF SH 6 (Lat: 29.569622,  Lng: -95.666706),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 2008,  Status: Open,  Structure Length: 43.43m (142.49ft),  Average Daily Traffic: 5,001 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: Brazos River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.876,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 85.3m (279.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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 minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 44.65m (146.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: January 2018,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $131,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120800002712347,  Location: 4.103 MI S OF US 90A (Lat: 29.578203,  Lng: -95.653269),  Route carried "on" structure: ServiceUS 59,  Year Built: 2007,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 15,100 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 40,000 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: Channel A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.555,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120800002712536,  Location: 2.0 Mi SW of SH 6 (Lat: 29.580561,  Lng: -95.649472),  Route carried "on" structure: ServiceUS 59,  Year Built: 2010,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 52,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 104,000 (year 2032),  Design Load: HS 20,  Features Intersected: Alcorn Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Very 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120800019201034,  Location: 0.50 MI SE OF US 59 (Lat: 29.595586,  Lng: -95.614833),  Route carried "on" structure: State highway 6,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 54,061 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 78,750 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.951,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft)

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

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Structure Number: 120800019201052,  Location: 0.9 MI SE OF US 90A (Lat: 29.606250,  Lng: -95.638797),  Route carried "on" structure: State highway 6,  Year Built: 1986,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 48,424 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,310 (year 2033),  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.953,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 2.7m (8.9ft)

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

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Structure Number: 120800019201058,  Location: 1.75 MI NW OF US 59 (Lat: 29.611561,  Lng: -95.646678),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2007,  Status: Open,  Structure Length: 35.39m (116.11ft),  Average Daily Traffic: 5,001 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2030),  Design Load: HS 20,  Features Intersected: SH 6 NB Off-Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 120800019201059,  Location: 0.1 MI SE OF US 90A (Lat: 29.611636,  Lng: -95.647944),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2007,  Status: Open,  Structure Length: 29.26m (96.00ft),  Average Daily Traffic: 5,001 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2030),  Design Load: HS 20,  Features Intersected: SH 6 SB On-Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 12080001920106,  Location: 0.5 MI SE OF US 90A (Lat: 29.608964,  Lng: -95.643086),  Route carried "on" structure: State highway 6,  Year Built: 2008,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 48,424 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,310 (year 2033),  Design Load: HS 20,  Features Intersected: University Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.747,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 37.2m (122.0ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120800019201061,  Location: 0.75 MI SE OF US 90A (Lat: 29.606856,  Lng: -95.640161),  Route carried "on" structure: State highway 6,  Year Built: 2006,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 48,424 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,310 (year 2033),  Design Load: HS 20,  Features Intersected: Ditch H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.164,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 36.0m (118.1ft)

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

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Structure Number: 120800141502194,  Location: 1.10 Mi N of SH 99 (Lat: 29.619100,  Lng: -95.683900),  Route carried "on" structure: State highway 1464,  Year Built: 2012,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,684 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,830 (year 2033),  Design Load: HL 93,  Features Intersected: Oyster Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.567,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

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 corrective action,  Waterway Adequacy: 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 Precast Panels