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

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Structure Number: 120200011107033,  Location: 2.25 MI N OF FM 2004 (Lat: 29.106619,  Lng: -95.418994),  Route carried "on" structure: Business State highway 288,  Year Built: 1943,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 10,080 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,120 (year 2033),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.621,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.5m (4.9ft)

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 24 months,  Inspection Date: October 2020

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Structure Number: 12020001110803,  Location: 0.55 MI S OF SH 332 (Lat: 28.997289,  Lng: -95.384822),  Route carried "on" structure: State highway 288,  Year Built: 1942,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 16,853 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,180 (year 2033),  Design Load: H 15,  Features Intersected: FLAG LAKE DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.919,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: January 2019,  Bridge Improvement Cost: $366,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $458,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120200011108043,  Location: 0.55 MI S OF SH 332 (Lat: 28.997381,  Lng: -95.384633),  Route carried "on" structure: State highway 288,  Year Built: 1957,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 14,998 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,180 (year 2033),  Design Load: H 20,  Features Intersected: FLAG LAKE DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.919,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: January 2019,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $151,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120200011108054,  Location: 0.55 MI S OF SH 332 (Lat: 28.997194,  Lng: -95.384633),  Route carried "on" structure: ServiceState highway 288,  Year Built: 1970,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,800 (year 2028),  Design Load: H 20,  Features Intersected: FLAG LAKE DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.919,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120200011108055,  Location: 0.55 MI S OF SH 332 (Lat: 28.997531,  Lng: -95.384542),  Route carried "on" structure: ServiceState highway 288,  Year Built: 1970,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,800 (year 2028),  Design Load: H 20,  Features Intersected: FLAG LAKE DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.919,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120200011108067,  Location: 1.60 MI S OF SH 332 (Lat: 28.983803,  Lng: -95.377769),  Route carried "on" structure: State highway 288,  Year Built: 1991,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,810 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,720 (year 2033),  Design Load: HS 20,  Features Intersected: DOW WASTE WATER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.593,  Lanes on structure: 3,  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: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120200011108068,  Location: 1.60 MI S OF SH 332 (Lat: 28.983883,  Lng: -95.377386),  Route carried "on" structure: State highway 288,  Year Built: 1991,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,764 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,370 (year 2033),  Design Load: HS 20,  Features Intersected: DOW WASTE WATER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.593,  Lanes on structure: 3,  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: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120200011108072,  Location: 0.85 MI S. OF SH 332 (Lat: 28.992786,  Lng: -95.382217),  Route carried "on" structure: State highway 288,  Year Built: 1998,  Status: Open,  Structure Length: 63.28m (207.61ft),  Average Daily Traffic: 14,998 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,180 (year 2033),  Design Load: HS 20,  Features Intersected: DOW BARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.328,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.7m (61.4ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.28m (207.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $880,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 120200011108075,  Location: 0.85 MI S. OF SH 332 (Lat: 28.994533,  Lng: -95.383586),  Route carried "on" structure: State highway 288,  Year Built: 1998,  Status: Open,  Structure Length: 63.28m (207.61ft),  Average Daily Traffic: 16,853 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,180 (year 2033),  Design Load: HS 20,  Features Intersected: DOW BARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.328,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: August 2017,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12020005860101,  Location: 0.50 MI E OF SH 288 BUS (Lat: 29.003253,  Lng: -95.382056),  Route carried "on" structure: State highway 332,  Year Built: 1986,  Status: Open,  Structure Length: 38.16m (125.20ft),  Average Daily Traffic: 8,200 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,480 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.167,  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: 5,  Number Of Approach Spans: 11,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 120200059804116,  Location: 3.10 MI S OF SH 35 (Lat: 29.119078,  Lng: -95.451631),  Route carried "on" structure: State highway 288,  Year Built: 1986,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,783 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.060,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 120200059804117,  Location: 3.10 MI S OF SH 35 (Lat: 29.119008,  Lng: -95.451047),  Route carried "on" structure: State highway 288,  Year Built: 1986,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 17,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.060,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 120200059804118,  Location: 3.50 MI S OF SH 35 (Lat: 29.106214,  Lng: -95.452556),  Route carried "on" structure: State highway 288,  Year Built: 1986,  Status: Open,  Structure Length: 13.99m (45.90ft),  Average Daily Traffic: 18,783 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH OF BASTROP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 120200059804119,  Location: 3.50 MI S OF SH 35 (Lat: 29.110914,  Lng: -95.451819),  Route carried "on" structure: State highway 288,  Year Built: 1986,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 17,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH OF BASTROP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 12020005980412,  Location: 4.30 MI S OF SH 35 (Lat: 29.099628,  Lng: -95.453389),  Route carried "on" structure: State highway 288,  Year Built: 1987,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 18,783 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: BASTROP BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.223,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: 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: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 120200059804121,  Location: 4.30 MI S OF SH 35 (Lat: 29.099097,  Lng: -95.452836),  Route carried "on" structure: State highway 288,  Year Built: 1987,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 17,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: BASTROP BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.223,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: 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: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 120200059804122,  Location: 4.70 MI S OF SH 35 (Lat: 29.094947,  Lng: -95.453250),  Route carried "on" structure: State highway 288,  Year Built: 1987,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 18,783 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: BASTROP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.762,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120200059804123,  Location: 4.70 MI S OF SH 35 (Lat: 29.093344,  Lng: -95.452639),  Route carried "on" structure: State highway 288,  Year Built: 1987,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 17,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: BASTROP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.762,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 120200059804179,  Location: 1.50 MI N OF FM 2004 (Lat: 29.080594,  Lng: -95.452217),  Route carried "on" structure: State highway 288,  Year Built: 1985,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 17,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: OUTFALL CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.299,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 16.0m (52.5ft)

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

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Structure Number: 12020005980418,  Location: 1.50 MI N OF FM 2004 (Lat: 29.080914,  Lng: -95.452786),  Route carried "on" structure: State highway 288,  Year Built: 1985,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 18,783 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: OUTFALL CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.299,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 17.8m (58.4ft)

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

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Structure Number: 120200059804181,  Location: 0.95 MI N OF FM 2004 (Lat: 29.073289,  Lng: -95.451969),  Route carried "on" structure: State highway 288,  Year Built: 1985,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 17,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: FLOOD RELIEF CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.130,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 120200059804182,  Location: 0.95 MI N OF FM 2004 (Lat: 29.073400,  Lng: -95.452550),  Route carried "on" structure: State highway 288,  Year Built: 1985,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 18,783 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: FLOOD RELIEF CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.130,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 120200059804191,  Location: 0.50 MI N OF SH 332 (Lat: 29.055181,  Lng: -95.455503),  Route carried "on" structure: State highway 288,  Year Built: 1989,  Status: Open,  Structure Length: 18.01m (59.09ft),  Average Daily Traffic: 17,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: OYSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.116,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

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

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Structure Number: 120200059804192,  Location: 0.50 MI N OF SH 332 (Lat: 29.055175,  Lng: -95.455853),  Route carried "on" structure: State highway 288,  Year Built: 1989,  Status: Open,  Structure Length: 18.26m (59.91ft),  Average Daily Traffic: 18,783 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: OYSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.116,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

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

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Structure Number: 120200059804237,  Location: 0.55 MI S OF OYSTER CREEK (Lat: 29.047011,  Lng: -95.454883),  Route carried "on" structure: State highway 288,  Year Built: 1998,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 11,681 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: SH 332 (OYSTER CREEK DR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.062,  Lanes on structure: 2,  Lanes under structure: 8,  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: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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

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Structure Number: 120200059804238,  Location: 0.55 MI S OF OYSTER CREEK (Lat: 29.047211,  Lng: -95.455256),  Route carried "on" structure: State highway 288,  Year Built: 1998,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 12,339 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: OYSTER CREEK DR./SH-332
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.054,  Lanes on structure: 2,  Lanes under structure: 8,  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: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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

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Structure Number: 120200059804338,  Location: 0.7 MI NORTH OF SH 332 (Lat: 29.061922,  Lng: -95.453442),  Route carried "on" structure: State highway 288,  Year Built: 2004,  Status: Open,  Structure Length: 48.16m (158.01ft),  Average Daily Traffic: 17,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: FM 2004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.417,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 65.8m (215.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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

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Structure Number: 120200059804339,  Location: 0.7 MI NORTH OF SH 332 (Lat: 29.061878,  Lng: -95.453483),  Route carried "on" structure: State highway 288,  Year Built: 2004,  Status: Open,  Structure Length: 48.16m (158.01ft),  Average Daily Traffic: 18,783 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,250 (year 2033),  Design Load: HS 20,  Features Intersected: FM 2004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.417,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 65.8m (215.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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

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Structure Number: 120200059804343,  Location: 0.2 MI SOUTH OF CR 220 (Lat: 29.123156,  Lng: -95.452358),  Route carried "on" structure: State highway 288,  Year Built: 2004,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 6,680 (year 2010),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,470 (year 2030),  Design Load: HS 20,  Features Intersected: E TRIB BASTROP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: 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,  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

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Structure Number: 120200152401004,  Location: 0.40 MI W OF FM 2004 (Lat: 29.049297,  Lng: -95.477181),  Route carried "on" structure: State highway 332,  Year Built: 1961,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 11,311 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,830 (year 2033),  Features Intersected: BUFFALO CAMP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.263,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: January 2017,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $168,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120200152401005,  Location: 0.15 MI W OF FM 2004 (Lat: 29.048444,  Lng: -95.473339),  Route carried "on" structure: State highway 332,  Year Built: 1961,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 11,311 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,830 (year 2033),  Features Intersected: DOW FRESH WATER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.691,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $84,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120200152401058,  Location: 0.20 MI E OF SH 288 (Lat: 29.004686,  Lng: -95.389189),  Route carried "on" structure: State highway 332,  Year Built: 1972,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 12,500 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,670 (year 2030),  Design Load: HS 20,  Features Intersected: SH 288 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.163,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

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

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Structure Number: 12020015240106,  Location: 0.20 MI W OF SH 288 BUS (Lat: 29.004453,  Lng: -95.392422),  Route carried "on" structure: State highway 332,  Year Built: 1970,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 8,650 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,300 (year 2035),  Design Load: HS 20,  Features Intersected: SH 288
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.029,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 120200152401065,  Location: 50 FT E OF OAK DR (Lat: 29.035433,  Lng: -95.448914),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,700 (year 2035),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 84.1m (275.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Other

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Structure Number: 120200152401066,  Location: 0.11 NW OF MAGNOLIA ST (Lat: 29.025133,  Lng: -95.436836),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 44,394 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,970 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 51.5m (169.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 51.5m (169.0ft),  Out-to-Out Width: 79.9m (262.1ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Other

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Structure Number: 120200152401067,  Location: 0.1 MI SE OF FLAG DR (Lat: 29.014744,  Lng: -95.431447),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 41,567 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 48,400 (year 2035),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 49.7m (163.1ft),  Out-to-Out Width: 80.5m (264.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Other

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Structure Number: 120200152401068,  Location: 0.26 miles E OF S LAZY LN (Lat: 29.009533,  Lng: -95.412722),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 41,567 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,400 (year 2035),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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,  Waterway Adequacy: Superior to present desirable 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: 120200152401069,  Location: 0.15 MI W OF S LAZY LN (Lat: 29.009467,  Lng: -95.417208),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 41,567 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,400 (year 2035),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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,  Waterway Adequacy: Superior to present desirable 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: 12020015240107,  Location: 0.7 MI E OF DIXIE DR (Lat: 29.009578,  Lng: -95.408711),  Route carried "on" structure: State highway 332,  Year Built: 2010,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 41,567 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 48,400 (year 2032),  Design Load: HL 93,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 55.8m (183.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.4 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,  Waterway Adequacy: Superior to present desirable 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: 120200152401071,  Location: 0.30 MI SE of JCT SH 288 (Lat: 29.038900,  Lng: -95.452700),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 33.53m (110.01ft),  Average Daily Traffic: 38,000 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,970 (year 2030),  Design Load: HL 93,  Features Intersected: This Way St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.604,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 120200152401072,  Location: 0.3 MI SE of Jct. SH 288 (Lat: 29.041450,  Lng: -95.454400),  Route carried "on" structure: State highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 34.56m (113.39ft),  Average Daily Traffic: 30,690 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,970 (year 2030),  Design Load: HL 93,  Features Intersected: This Way St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.604,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

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