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

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Structure Number: 121020038903087,  Location: 2.70 MI E OF SPUR 330 (Lat: 29.755231,  Lng: -94.942997),  Route carried "on" structure: State highway 146,  Year Built: 1988,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 34,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,500 (year 2036),  Features Intersected: SH 146 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.810,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020038903348,  Location: 0.65 MI E OF SH 146 (Lat: 29.713719,  Lng: -94.990542),  Route carried "on" structure: Business State highway 146,  Year Built: 2012,  Status: Not yet open,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 10,300 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,430 (year 2033),  Design Load: HL 93,  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.348,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: January 2018,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020038912066,  Location: 0.65 MI E OF SH 146 (Lat: 29.713553,  Lng: -94.991444),  Route carried "on" structure: Business State highway 146,  Year Built: 1971,  Status: Open,  Structure Length: 16.92m (55.51ft),  Average Daily Traffic: 10,300 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,430 (year 2033),  Design Load: HS 20,  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.348,  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: 9,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

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: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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: October 2020,  Underwater Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102003891209,  Location: 0.6 MI N OF SH 225 (Lat: 29.712914,  Lng: -95.003225),  Route carried "on" structure: State highway 146,  Year Built: 1995,  Status: Open,  Structure Length: 319.77m (1049.11ft),  Average Daily Traffic: 33,130 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,470 (year 2033),  Design Load: HS 20,  Features Intersected: HOUSTON SHIP CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.830,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Navigation Control: Yes ( Vertical Clearance: 53.3m (174.9ft), Horizontal Clearance: 182.9m (600.1ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 66,  Length of Maximum Span: 381.0m (1,250.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 319.77m (1049.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020038913062,  Location: 0.85 MI NE OF SH 146 BUS (Lat: 29.723581,  Lng: -94.991644),  Route carried "on" structure: State highway 146,  Year Built: 1971,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 33,187 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,950 (year 2033),  Design Load: HS 20,  Features Intersected: WEST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.926,  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: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.5m (57.4ft)

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

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Structure Number: 121020038913063,  Location: 1.4 MI N OF BU 146 (Lat: 29.729700,  Lng: -94.993017),  Route carried "on" structure: State highway 146,  Year Built: 1971,  Status: Open,  Structure Length: 67.45m (221.29ft),  Average Daily Traffic: 38,435 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,070 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR;MARKET & LEFEVRE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.931,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 25,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  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: Equal to 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,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020038913067,  Location: 0.80 MI SW OF SPUR 330 (Lat: 29.740733,  Lng: -94.990592),  Route carried "on" structure: State highway 146,  Year Built: 1979,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 66,848 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 80,140 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.410,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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 48 months,  Inspection Date: November 2020

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Structure Number: 121020038913073,  Location: 0.50 MI E OF SPUR 330 (Lat: 29.750375,  Lng: -94.979050),  Route carried "on" structure: ServiceState highway 146,  Year Built: 1982,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 5,364 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,070 (year 2033),  Design Load: HS 20,  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.304,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020038913074,  Location: 0.40 MI E OF SPUR 330 (Lat: 29.749342,  Lng: -94.981072),  Route carried "on" structure: ServiceState highway 146,  Year Built: 1982,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 43.13m (141.50ft),  Average Daily Traffic: 5,364 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,040 (year 2033),  Design Load: HS 20,  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.304,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 44,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.13m (141.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020038913075,  Location: 1.95 MI E OF SPUR 330 (Lat: 29.751953,  Lng: -94.955172),  Route carried "on" structure: State highway 146,  Year Built: 1982,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 17,990 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,190 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.903,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

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

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Structure Number: 121020038913076,  Location: 1.95 MI E OF SPUR 330 (Lat: 29.751775,  Lng: -94.955128),  Route carried "on" structure: State highway 146,  Year Built: 1982,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 17,990 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,190 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.903,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

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

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Structure Number: 121020038913096,  Location: 0.85 MI NE OF SH 146 BUS (Lat: 29.724033,  Lng: -94.991808),  Route carried "on" structure: State highway 146,  Year Built: 1971,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 36,065 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,950 (year 2033),  Design Load: HS 20,  Features Intersected: WEST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.926,  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: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.2m (56.4ft)

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

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Structure Number: 121020038913097,  Location: 1.4 MI N OF BU 146 (Lat: 29.732425,  Lng: -94.994536),  Route carried "on" structure: State highway 146,  Year Built: 1971,  Status: Open,  Structure Length: 67.45m (221.29ft),  Average Daily Traffic: 40,210 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,070 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR;MARKET & LEFEVRE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.931,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 27,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  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: Equal to 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,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020038913106,  Location: 0.30 MI NE OF SH 146 BUS (Lat: 29.717056,  Lng: -94.997264),  Route carried "on" structure: State highway 146,  Year Built: 1996,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 58,864 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 69,910 (year 2033),  Design Load: HS 20,  Features Intersected: MISSOURI ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.023,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 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: 35.4m (116.1ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Fair,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020038913107,  Location: 0.10 MI SW OF MISSOURI ST (Lat: 29.714275,  Lng: -94.999672),  Route carried "on" structure: Ramp State highway 146,  Year Built: 1996,  Status: Open,  Structure Length: 21.03m (69.00ft),  Average Daily Traffic: 21,670 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,340 (year 2030),  Design Load: HS 20,  Features Intersected: WETLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.313,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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

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Structure Number: 121020038913108,  Location: AT BU 146/SH 146 INTER. (Lat: 29.714092,  Lng: -94.998289),  Route carried "on" structure: Ramp State highway 146,  Year Built: 1996,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 21,670 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,340 (year 2030),  Design Load: HS 20,  Features Intersected: WETLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.057,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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

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Structure Number: 121020038913109,  Location: 0.50 MI SW OF SPUR 330 (Lat: 29.740261,  Lng: -94.990653),  Route carried "on" structure: State highway 146,  Year Built: 1996,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 66,848 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 80,140 (year 2033),  Design Load: HS 20,  Features Intersected: W TEXAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.940,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 12102003891311,  Location: AT BU 146 & SH 146 INTER. (Lat: 29.713967,  Lng: -94.998097),  Route carried "on" structure: Ramp State highway 146,  Year Built: 1996,  Status: Open,  Structure Length: 37.80m (124.02ft),  Average Daily Traffic: 17,970 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,290 (year 2030),  Design Load: HS 20,  Features Intersected: SH 146 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.693,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 67.1m (220.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020038913111,  Location: 0.40 MI E OF SPUR 330 (Lat: 29.750214,  Lng: -94.976664),  Route carried "on" structure: State highway 146,  Year Built: 1996,  Status: Open,  Structure Length: 69.49m (227.99ft),  Average Daily Traffic: 38,557 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 44,910 (year 2033),  Design Load: HS 20,  Features Intersected: GOOSE CREEK; GARTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.395,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Number Of Approach Spans: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.2m (118.8ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020038913112,  Location: 1.45 MI E OF SPUR 330 (Lat: 29.750589,  Lng: -94.963397),  Route carried "on" structure: State highway 146,  Year Built: 1996,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 48,095 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 44,910 (year 2033),  Design Load: HS 20,  Features Intersected: NORTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.834,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.2m (118.8ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020038913118,  Location: AT JCT SH146 AND SPUR330 (Lat: 29.747044,  Lng: -94.985822),  Route carried "on" structure: Ramp State highway 146,  Year Built: 2002,  Status: Open,  Structure Length: 109.55m (359.42ft),  Average Daily Traffic: 15,760 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 23,640 (year 2030),  Design Load: HS 20,  Features Intersected: SH 146; SP330; DECKER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.304,  Lanes on structure: 2,  Lanes under structure: 14,  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: 31,  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: 13.0m (42.7ft)

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

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Structure Number: 121020038913268,  Location: AT INT SH 146 & SPUR 330 (Lat: 29.746700,  Lng: -94.986372),  Route carried "on" structure: State highway 146,  Year Built: 1982,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 25,763 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,450 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 330
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.079,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 23.0m (75.5ft)

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

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Structure Number: 121020038913269,  Location: AT INT SH 146 & SPUR 330 (Lat: 29.744997,  Lng: -94.986872),  Route carried "on" structure: State highway 146,  Year Built: 1982,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 38,435 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,450 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 330
Minimum Vertical Clearance: 8.92m (29.27ft),  Kilometerpoint: 22.079,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

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

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Structure Number: 121020038913343,  Location: AT INT SH 146 & SPUR 330 (Lat: 29.745600,  Lng: -94.987542),  Route carried "on" structure: Ramp State highway 330,  Year Built: 2010,  Status: Open,  Structure Length: 31.94m (104.79ft),  Average Daily Traffic: 51,900 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 99,200 (year 2031),  Design Load: HL 93,  Features Intersected: SH 146 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.178,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.94m (104.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020038913344,  Location: AT INT SH 146 & SPUR 330 (Lat: 29.752858,  Lng: -94.990617),  Route carried "on" structure: Ramp State highway 146,  Year Built: 2010,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 132.10m (433.40ft),  Average Daily Traffic: 51,900 (year 2013),  Average Future Daily Traffic: 99,200 (year 2033),  Design Load: HL 93,  Features Intersected: SH 146
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 13,  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: 1,  Number Of Approach Spans: 38,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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: 121020038913345,  Location: AT INT SH 146 & SPUR 330 (Lat: 29.753650,  Lng: -94.991875),  Route carried "on" structure: Ramp State highway 330,  Year Built: 2010,  Status: Open,  Structure Length: 28.86m (94.69ft),  Average Daily Traffic: 51,900 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 99,200 (year 2031),  Design Load: HL 93,  Features Intersected: SPUR 330 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.426,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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

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Structure Number: 121020038913358,  Location: AT INT OF SH 146 & S 330 (Lat: 29.749853,  Lng: -94.981769),  Route carried "on" structure: Ramp State highway 146,  Year Built: 2010,  Status: Open,  Structure Length: 63.00m (206.69ft),  Average Daily Traffic: 11,880 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,640 (year 2031),  Design Load: HL 93,  Features Intersected: SH 146 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.985,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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

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Structure Number: 121020050801079,  Location: AT JOHN MARTIN RD. (Lat: 29.802178,  Lng: -94.997978),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,910 (year 2010),  Truck Traffic: 23%,  Average Future Daily Traffic: 8,270 (year 2030),  Design Load: HS 20,  Features Intersected: MARTIN RD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.995,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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: Better than 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: 1210200508011,  Location: 0.70 MI E OF WADE RD (Lat: 29.801492,  Lng: -95.004739),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1959,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,880 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,640 (year 2033),  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.261,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020050801101,  Location: 0.70 MI E OF WADE RD (Lat: 29.800783,  Lng: -95.004586),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1959,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 9,160 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,460 (year 2033),  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.285,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020050801197,  Location: 0.50 MI E OF CROSBY/LYNCH (Lat: 29.790983,  Lng: -95.049458),  Route carried "on" structure: Spur State highway 330,  Year Built: 1971,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 13,390 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,740 (year 2033),  Design Load: HS 20,  Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.373,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050801224,  Location: 0.45 MI E OF CROSBY/LYNCH (Lat: 29.790161,  Lng: -95.050119),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1971,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 7,890 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,050 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 330 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.615,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 121020050801318,  Location: 0.25 MI E OF SJOLANDER RD (Lat: 29.813808,  Lng: -94.934789),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 23,335 (year 2010),  Average Future Daily Traffic: 28,002 (year 2030),  Design Load: HS 20,  Features Intersected: MCGEE GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.159,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: 121020050801323,  Location: 0.20 MI E OF THOMPSON RD (Lat: 29.798500,  Lng: -95.028725),  Route carried "on" structure: Interstate 10,  Year Built: 2002,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 68,302 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 42,620 (year 2030),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.907,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 121020050801324,  Location: 9.2 MI E OF SAN JAC RIVER (Lat: 29.821136,  Lng: -94.915628),  Route carried "on" structure: Interstate 10,  Year Built: 2001,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 102,980 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.222,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 34.6m (113.5ft),  Out-to-Out Width: 36.2m (118.8ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.93m (45.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $640,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020050801331,  Location: 7.75 MI E OF SAN JAC RIV (Lat: 29.812894,  Lng: -94.938167),  Route carried "on" structure: Interstate 10,  Year Built: 2001,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 101,840 (year 2033),  Design Load: HS 20,  Features Intersected: SJOLANDER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.782,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 121020050801332,  Location: 0.70 MI E OF WADE RD (Lat: 29.801194,  Lng: -95.004975),  Route carried "on" structure: Interstate 10,  Year Built: 2002,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 84,470 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 109,630 (year 2033),  Design Load: HS 20,  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.276,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 35.0m (114.8ft),  Out-to-Out Width: 36.1m (118.4ft)

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: 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: 121020050801333,  Location: 6.0 MI E OF SAN JAC RIVER (Lat: 29.808119,  Lng: -94.964806),  Route carried "on" structure: Interstate 10,  Year Built: 2001,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 101,840 (year 2033),  Design Load: HS 20,  Features Intersected: NORTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.143,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.99m (29.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $178,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020050801334,  Location: 5.0 MI E OF SAN JAC RIVER (Lat: 29.804886,  Lng: -94.981225),  Route carried "on" structure: Interstate 10,  Year Built: 2001,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 70,110 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 109,630 (year 2033),  Design Load: HS 20,  Features Intersected: GARTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.513,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $165,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020050801335,  Location: 4.0 MI E OF SAN JAC RIVER (Lat: 29.802267,  Lng: -94.997236),  Route carried "on" structure: Interstate 10,  Year Built: 2001,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 70,110 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 109,630 (year 2033),  Design Load: HS 20,  Features Intersected: JOHN MARTIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.956,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 35.1m (115.2ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $165,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020050801336,  Location: 2.1 MI W OF GARTH RD (Lat: 29.799806,  Lng: -95.017494),  Route carried "on" structure: Interstate 10,  Year Built: 2001,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 68,302 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 110,540 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR & WADE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.051,  Lanes on structure: 8,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 42.3m (138.8ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $174,000,  Deck Structure Type: Concrete Precast Panels