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

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Structure Number: 102120049504044,  Location: 0.5 MI E OF VAN ZANDT CL (Lat: 32.498442,  Lng: -95.584742),  Route carried "on" structure: County highway 426,  Year Built: 1961,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 470 (year 2019),  Average Future Daily Traffic: 700 (year 2039),  Design Load: H 15,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102120AA0447101,  Location: 0.7 MI S OF FM 1805 (Lat: 32.555450,  Lng: -95.591922),  Route carried "on" structure: County highway 447,  Year Built: 1995,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 280 (year 2015),  Average Future Daily Traffic: 250 (year 2035),  Features Intersected: SKY LAKE HEADWATERS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $34,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102120AA0448001,  Location: 1.15 MI W. of FM 1253 (Lat: 32.561750,  Lng: -95.577739),  Route carried "on" structure: County highway 448,  Year Built: 2015,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 699 (year 2020),  Average Future Daily Traffic: 75 (year 2035),  Design Load: HL 93,  Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503001,  Location: 13.2 MI E OF SH 19 (Lat: 32.506283,  Lng: -95.643206),  Route carried "on" structure: State highway 314,  Year Built: 2005,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 6,110 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,560 (year 2033),  Design Load: HL 93,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.778,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

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

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Structure Number: 102340049503088,  Location: 0.35 MI W OF FM 16 (Lat: 32.520431,  Lng: -95.701139),  Route carried "on" structure: State highway 773,  Year Built: 1962,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 420 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 590 (year 2033),  Design Load: H 15,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.521,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503089,  Location: 0.20 MI W OF FM 16 (Lat: 32.519253,  Lng: -95.696400),  Route carried "on" structure: ServiceState highway 20,  Year Built: 1962,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 90 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 120 (year 2033),  Design Load: HS 20,  Features Intersected: NECHES RVR TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.664,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: 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: October 2020

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Structure Number: 10234004950309,  Location: 0.05 MI W OF FM 16 (Lat: 32.518347,  Lng: -95.696583),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 39,520 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 34,850 (year 2033),  Features Intersected: NECHES RVR TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.700,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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: Satisfactory,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 102340049503091,  Location: 0.35 MI E OF FM 773 (Lat: 32.518367,  Lng: -95.695772),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 20,438 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 17,420 (year 2033),  Design Load: HS 20,  Features Intersected: FM 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.766,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503092,  Location: 0.35 MI E OF FM 773 (Lat: 32.518289,  Lng: -95.696089),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 19,082 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 17,420 (year 2033),  Design Load: HS 20,  Features Intersected: FM 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.753,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503093,  Location: 0.10 MI E OF FM 16 (Lat: 32.517333,  Lng: -95.695742),  Route carried "on" structure: ServiceState highway 20,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 190 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 270 (year 2033),  Design Load: HS 20,  Features Intersected: NECHES RVR TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.842,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 18.1m (59.4ft)

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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503094,  Location: 1.10 MI E OF FM 16 (Lat: 32.512883,  Lng: -95.678983),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 37,081 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 41,860 (year 2033),  Design Load: HS 20,  Features Intersected: NECHES RVR TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.467,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 40.6m (133.2ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503095,  Location: 1.30 MI E OF FM 16 (Lat: 32.512389,  Lng: -95.674908),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 17,651 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 20,930 (year 2033),  Design Load: HS 20,  Features Intersected: CR 4517
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.852,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503096,  Location: 1.30 MI E OF FM 16 (Lat: 32.512186,  Lng: -95.674906),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 19,430 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 20,930 (year 2033),  Design Load: HS 20,  Features Intersected: CR 4517
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.855,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503097,  Location: 1.00 MI W OF FM 314 (Lat: 32.510033,  Lng: -95.660269),  Route carried "on" structure: ServiceState highway 20,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 350 (year 2033),  Design Load: HS 20,  Features Intersected: NECHES RVR TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.252,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Better than 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503098,  Location: 1.0 MI W OF FM 314 (Lat: 32.509542,  Lng: -95.660411),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 37,081 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 41,860 (year 2033),  Design Load: HS 20,  Features Intersected: NECHES RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.252,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 102340049503099,  Location: 1.0 MI W OF FM 314 (Lat: 32.509283,  Lng: -95.660461),  Route carried "on" structure: ServiceState highway 20,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 190 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 270 (year 2033),  Design Load: HS 20,  Features Intersected: NECHES RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.252,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: 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: October 2020

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Structure Number: 1023400495031,  Location: 0.85 MI W OF FM 314 (Lat: 32.509144,  Lng: -95.658222),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 37,081 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 41,860 (year 2033),  Design Load: HS 20,  Features Intersected: NECHES RVR TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.461,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 102340049503102,  Location: 0.7 MI E OF FM 314 (Lat: 32.504208,  Lng: -95.631736),  Route carried "on" structure: ServiceState highway 20,  Year Built: 1962,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 350 (year 2033),  Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.009,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102340049503103,  Location: 0.7 MI E OF FM 314 (Lat: 32.503597,  Lng: -95.632025),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 37,081 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 41,860 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.009,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 102340049503105,  Location: 1.05 MI E OF FM 314 (Lat: 32.502411,  Lng: -95.625758),  Route carried "on" structure: ServiceState highway 20,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 350 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SANDY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.604,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340049503106,  Location: 1.05 MI E OF FM 314 (Lat: 32.501728,  Lng: -95.626075),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 37,081 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 41,860 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SANDY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.604,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: October 2020

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Structure Number: 102340049503108,  Location: 1.95 MI E OF FM 314 (Lat: 32.499853,  Lng: -95.610625),  Route carried "on" structure: County highway 4930,  Year Built: 1962,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 20 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2030),  Design Load: H 15,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $800,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 102340049503109,  Location: 2.75 MI E OF FM 314 (Lat: 32.499950,  Lng: -95.597131),  Route carried "on" structure: ServiceState highway 20,  Year Built: 1962,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 350 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.332,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 10.8m (35.4ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10234004950311,  Location: 2.75 MI E OF FM 314 (Lat: 32.499433,  Lng: -95.597161),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 37,081 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 41,860 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.330,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 43.7m (143.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10234005050102,  Location: 9.13 MI S OF US 80 (Lat: 32.564358,  Lng: -95.640450),  Route carried "on" structure: State highway 110,  Year Built: 1957,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,834 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,970 (year 2033),  Features Intersected: COON CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.692,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000

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Structure Number: 102340052203036,  Location: 0.05 MI SW OF IH 20 (Lat: 32.517961,  Lng: -95.696503),  Route carried "on" structure: State highway 16,  Year Built: 1941,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,654 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,020 (year 2033),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.131,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Satisfactory,  Culverts: 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340074501016,  Location: 0.85 MI S OF IH 20 (Lat: 32.493575,  Lng: -95.643231),  Route carried "on" structure: State highway 314,  Year Built: 1993,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,472 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,670 (year 2033),  Design Load: HS 20,  Features Intersected: NECHES RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: 102340074501017,  Location: 1.00 MI S OF IH 20 (Lat: 32.491328,  Lng: -95.643219),  Route carried "on" structure: State highway 314,  Year Built: 1993,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,472 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,670 (year 2033),  Design Load: HS 20,  Features Intersected: NECHES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.550,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: 102340109904007,  Location: 0.05 MI S OF FM 1995 (Lat: 32.506111,  Lng: -95.700869),  Route carried "on" structure: State highway 773,  Year Built: 1961,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,176 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,880 (year 2033),  Features Intersected: NECHES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.156,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Good,  Culverts: Fair,  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,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340191301005,  Location: 1.05 MI E OF FM 314 (Lat: 32.494603,  Lng: -95.625886),  Route carried "on" structure: State highway 1995,  Year Built: 1961,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 541 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 510 (year 2033),  Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.798,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 102340AA1507101,  Location: 1.15 MI E OF FM 773 (Lat: 32.568378,  Lng: -95.672422),  Route carried "on" structure: County highway 1507,  Year Built: 2003,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 322 (year 2018),  Average Future Daily Traffic: 240 (year 2028),  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 102340AA4511101,  Location: 0.85 MI S OF FM 1995 (Lat: 32.490425,  Lng: -95.663447),  Route carried "on" structure: County highway 4511,  Year Built: 2001,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 140 (year 2015),  Average Future Daily Traffic: 160 (year 2035),  Features Intersected: NECHES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  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: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: Febuary 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $32,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 102340F00190001,  Location: 0.05 MI N OF FM 16 (Lat: 32.524886,  Lng: -95.639942),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 200 (year 2009),  Average Future Daily Traffic: 275 (year 2028),  Features Intersected: BIG SANDY CREEK,  Facility Carried by Structure: N WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 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: 10.6m (34.8ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102340F00195001,  Location: 0.10 MI S OF FM 16 (Lat: 32.522689,  Lng: -95.637975),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 910 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,140 (year 2028),  Features Intersected: BIG SANDY CREEK,  Facility Carried by Structure: SOUTH ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102120049504044,  Location: 0.5 MI E OF VAN ZANDT CL (Lat: 32.498442,  Lng: -95.584742),  Route carried "under" structure: Interstate 20,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 32,050 (year 2019),  Truck Traffic: 27%,  Features Intersected: IH 20,  Facility Carried by Structure: CR 426 WILLOW BR R
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.880,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 102340049503001,  Location: 13.2 MI E OF SH 19 (Lat: 32.506283,  Lng: -95.643206),  Route carried "under" structure: Interstate 20,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 29,900 (year 2013),  Truck Traffic: 30%,  Features Intersected: IH 20,  Facility Carried by Structure: FM 314
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 43.895,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 102340049503088,  Location: 0.35 MI W OF FM 16 (Lat: 32.520431,  Lng: -95.701139),  Route carried "under" structure: Interstate 20,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 24,890 (year 2013),  Truck Traffic: 29%,  Features Intersected: IH 20,  Facility Carried by Structure: FM 773
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 38.201,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 102340049503091,  Location: 0.35 MI E OF FM 773 (Lat: 32.518367,  Lng: -95.695772),  Route carried "under" structure: State highway 16,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,440 (year 2013),  Truck Traffic: 7%,  Features Intersected: FM 16,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 10.213,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 102340049503092,  Location: 0.35 MI E OF FM 773 (Lat: 32.518289,  Lng: -95.696089),  Route carried "under" structure: State highway 16,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,060 (year 2013),  Truck Traffic: 7%,  Features Intersected: FM 16,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 10.243,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 102340049503095,  Location: 1.30 MI E OF FM 16 (Lat: 32.512389,  Lng: -95.674908),  Route carried "under" structure: County highway 4517,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 2%,  Features Intersected: CR 4517,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 160.933,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 102340049503096,  Location: 1.30 MI E OF FM 16 (Lat: 32.512186,  Lng: -95.674906),  Route carried "under" structure: County highway 4517,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 2%,  Features Intersected: CR 4517,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 160.933,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 102340049503108,  Location: 1.95 MI E OF FM 314 (Lat: 32.499853,  Lng: -95.610625),  Route carried "under" structure: Interstate 20,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 29,900 (year 2013),  Truck Traffic: 30%,  Features Intersected: IH 20,  Facility Carried by Structure: CR 4930
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 47.064,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)