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

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Structure Number: 200360024203003,  Location: 0.45 MI N OF FM 1663 (Lat: 29.864400,  Lng: -94.625433),  Route carried "on" structure: State highway 61,  Year Built: 1922,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,192 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,080 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.040,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200360050803112,  Location: 1.45 MI W of FM 1406 (Lat: 29.827433,  Lng: -94.425700),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1958,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 158 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 320 (year 2033),  Features Intersected: SPINDLETOP DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.558,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360050803115,  Location: 1.45 MI W of FM 1405 (Lat: 29.826828,  Lng: -94.425119),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1958,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 339 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 210 (year 2031),  Features Intersected: SPINDLETOP DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.539,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360050803116,  Location: 2.2 MI E OF FM 1410 (Lat: 29.827778,  Lng: -94.445839),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1958,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 230 (year 2013),  Truck Traffic: 23%,  Average Future Daily Traffic: 320 (year 2033),  Features Intersected: RUSH DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.769,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  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: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360050803119,  Location: 2.2 MI E OF FM 1410 (Lat: 29.827175,  Lng: -94.445892),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1958,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 150 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 210 (year 2031),  Features Intersected: RUSH DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.542,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  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: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360050803158,  Location: 0.5 MI S OF IH 10 (Lat: 29.826783,  Lng: -94.384311),  Route carried "on" structure: State highway 73,  Year Built: 1962,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,352 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,030 (year 2033),  Design Load: H 20,  Features Intersected: SH 124
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.566,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360050803159,  Location: 0.5 MI S OF IH 10 (Lat: 29.827028,  Lng: -94.383683),  Route carried "on" structure: State highway 73,  Year Built: 1962,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 3,590 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,030 (year 2033),  Design Load: H 20,  Features Intersected: SH 124
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.566,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20036005080316,  Location: 0.3 MI E OF FM 1663 (Lat: 29.826542,  Lng: -94.379625),  Route carried "on" structure: State highway 73,  Year Built: 1962,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 3,590 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,030 (year 2033),  Design Load: H 20,  Features Intersected: Abandoned Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.016,  Lanes on structure: 3,  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,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

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

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Structure Number: 200360050803161,  Location: 0.3 MI E OF FM 1663 (Lat: 29.826761,  Lng: -94.378811),  Route carried "on" structure: State highway 73,  Year Built: 1962,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 3,590 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,030 (year 2033),  Design Load: H 20,  Features Intersected: Abandoned Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.016,  Lanes on structure: 3,  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,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.5m (47.6ft)

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

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Structure Number: 200360050803437,  Location: 4.9 MI E OF FM 1410 (Lat: 29.826911,  Lng: -94.400553),  Route carried "on" structure: State highway 1406,  Year Built: 1993,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 2,190 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,070 (year 2033),  Design Load: HS 20,  Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.283,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200360050803438,  Location: 1.4 MI W OF FM 1406 (Lat: 29.827139,  Lng: -94.425492),  Route carried "on" structure: Interstate 10,  Year Built: 1994,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 48,827 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 66,770 (year 2033),  Design Load: HS 20,  Features Intersected: SPINDLETOP DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.558,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000

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Structure Number: 200360050803439,  Location: 1.9 MI W OF FM 1406 (Lat: 29.826975,  Lng: -94.432233),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 220 (year 2012),  Average Future Daily Traffic: 200 (year 2030),  Design Load: HS 20,  Features Intersected: IH 10,  Facility Carried by Structure: OAK ISLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20036005080344,  Location: 2.2 MI E OF FM 1410 (Lat: 29.827492,  Lng: -94.446064),  Route carried "on" structure: Interstate 10,  Year Built: 1996,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 48,827 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 66,770 (year 2033),  Design Load: HS 20,  Features Intersected: RUSH DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.769,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.7m (12.1ft)

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

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Structure Number: 20036007390103,  Location: 1.4 MI NE OF FM 1663 (Lat: 29.848722,  Lng: -94.368717),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 42,415 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 61,000 (year 2033),  Design Load: H 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.573,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 200360073901044,  Location: 0.45 MI N OF SH 73 (Lat: 29.834244,  Lng: -94.383983),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Status: Not yet open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 20,881 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 30,500 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1663
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200360073901436,  Location: 0.40 MI W of SH 124 (Lat: 29.828203,  Lng: -94.390000),  Route carried "on" structure: State highway 73,  Year Built: 1993,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 4,609 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,750 (year 2032),  Design Load: HS 20,  Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.907,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 20036007390144,  Location: 0.45 MI N OF SH 73 (Lat: 29.833197,  Lng: -94.384328),  Route carried "on" structure: Interstate 10,  Year Built: 2020,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 48,250 (year 2016),  Average Future Daily Traffic: 66,600 (year 2036),  Design Load: HL 93,  Features Intersected: FM 1663
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.247,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360146401007,  Location: 3.6 MI E OF FM 1410 (Lat: 29.859753,  Lng: -94.430364),  Route carried "on" structure: State highway 1663,  Year Built: 1971,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 728 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 710 (year 2033),  Design Load: H 20,  Features Intersected: BAUER DITCH 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.013,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200360AA0250001,  Location: 1.70 MI W OF FM 1406 (Lat: 29.820228,  Lng: -94.425403),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 20 (year 2015),  Average Future Daily Traffic: 60 (year 2035),  Features Intersected: SPINDLETOP BAYOU,  Facility Carried by Structure: FRANZEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Total Project Cost: $99,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200360AA0281001,  Location: 0.4 MI E OF OAK ISLAND RD (Lat: 29.833978,  Lng: -94.426397),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 100 (year 2016),  Average Future Daily Traffic: 40 (year 2035),  Design Load: HS 20,  Features Intersected: SPINDLETOP BAYOU,  Facility Carried by Structure: DEVILLIER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $59,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 201240036802017,  Location: 1.6 MI NE OF SH 73 (Lat: 29.839986,  Lng: -94.334656),  Route carried "on" structure: State highway 124,  Year Built: 1937,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,690 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,770 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.432,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 201240036802018,  Location: 1.9 MI NE OF SH 73 (Lat: 29.843064,  Lng: -94.331028),  Route carried "on" structure: State highway 124,  Year Built: 1937,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,690 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,770 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.899,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 201240036802019,  Location: 2.5 MI NE OF SH 73 (Lat: 29.849453,  Lng: -94.323439),  Route carried "on" structure: State highway 124,  Year Built: 1937,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,405 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,150 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.890,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Very 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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20124003680202,  Location: 2.6 MI NE OF SH 73 (Lat: 29.850675,  Lng: -94.322011),  Route carried "on" structure: State highway 124,  Year Built: 1937,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,405 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,150 (year 2033),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.709,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 201240036802021,  Location: 2.8 MI NE OF SH 73 (Lat: 29.852278,  Lng: -94.320125),  Route carried "on" structure: State highway 124,  Year Built: 1937,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,405 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,150 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.462,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Satisfactory,  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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 201240073902442,  Location: 2.8 MI NE of FM 1663 (Lat: 29.864094,  Lng: -94.350933),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 326 (year 2011),  Average Future Daily Traffic: 400 (year 2031),  Design Load: HL 93,  Features Intersected: IH 10,  Facility Carried by Structure: Brush Island Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.881,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200360050803158,  Location: 0.5 MI S OF IH 10 (Lat: 29.826783,  Lng: -94.384311),  Route carried "under" structure: Spur State highway 124,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2013),  Truck Traffic: 15%,  Features Intersected: SH 124,  Facility Carried by Structure: SH 73 EB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 32.251,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 200360050803159,  Location: 0.5 MI S OF IH 10 (Lat: 29.827028,  Lng: -94.383683),  Route carried "under" structure: Spur State highway 124,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2013),  Truck Traffic: 15%,  Features Intersected: SH 124,  Facility Carried by Structure: SH 73 WB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 32.221,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 200360050803437,  Location: 4.9 MI E OF FM 1410 (Lat: 29.826911,  Lng: -94.400553),  Route carried "under" structure: Interstate 10,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 47,690 (year 2013),  Truck Traffic: 20%,  Features Intersected: IH 10,  Facility Carried by Structure: FM 1406
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 29.939,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 200360050803439,  Location: 1.9 MI W OF FM 1406 (Lat: 29.826975,  Lng: -94.432233),  Route carried "under" structure: Interstate 10,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 47,690 (year 2013),  Truck Traffic: 20%,  Features Intersected: IH 10,  Facility Carried by Structure: OAK ISLAND RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 26.979,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 200360073901044,  Location: 0.45 MI N OF SH 73 (Lat: 29.834244,  Lng: -94.383983),  Route carried "under" structure: State highway 1663,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 7,880 (year 2013),  Truck Traffic: 3%,  Features Intersected: FM 1663,  Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 201240073902442,  Location: 2.8 MI NE of FM 1663 (Lat: 29.864094,  Lng: -94.350933),  Route carried "under" structure: Interstate 10,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 41,700 (year 2020),  Truck Traffic: 33%,  Features Intersected: IH 10,  Facility Carried by Structure: Brush Island Rd.
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 9.881,  Lanes on structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)