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

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Structure Number: 111740005901001,  Location: 13.1 MI E JCT SH 21 (Lat: 31.638581,  Lng: -94.423989),  Route carried "on" structure: State highway 7,  Year Built: 2009,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,254 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,000 (year 2036),  Design Load: HS 20,  Features Intersected: TERRAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.073,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 111740005901027,  Location: 2.6 MI E OF LOOP 224 (Lat: 31.603078,  Lng: -94.572644),  Route carried "on" structure: State highway 7,  Year Built: 1935,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 5,175 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,750 (year 2033),  Design Load: H 15,  Features Intersected: CARRIZO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.207,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740005901028,  Location: 2.7 MI E OF LOOP 224 (Lat: 31.603047,  Lng: -94.571303),  Route carried "on" structure: State highway 7,  Year Built: 1935,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,175 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,750 (year 2033),  Design Load: H 15,  Features Intersected: CARRIZO CR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.389,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

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,  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: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740011806078,  Location: 14.7 MI E OF ANGELINA RI (Lat: 31.623594,  Lng: -94.725317),  Route carried "on" structure: State highway 21,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,935 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,290 (year 2033),  Design Load: HS 20,  Features Intersected: MORRAL CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.582,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 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 48 months,  Inspection Date: April 2018

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Structure Number: 111740011806079,  Location: 14.6 MI E ANGELINA RIVER (Lat: 31.623922,  Lng: -94.726119),  Route carried "on" structure: State highway 21,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,935 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,290 (year 2033),  Design Load: HS 20,  Features Intersected: MORRAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.485,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 11174001180608,  Location: 3.20 MI W OF US 59 (Lat: 31.626475,  Lng: -94.733894),  Route carried "on" structure: State highway 21,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,935 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,880 (year 2033),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.616,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 13.7m (44.9ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740011808055,  Location: 0.5 MI E OF BUS 59 (Lat: 31.600922,  Lng: -94.648317),  Route carried "on" structure: State highway 7,  Year Built: 1941,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,911 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 10,300 (year 2033),  Design Load: H 15,  Features Intersected: LA NANA CREEK,  Facility Carried by Structure: SH 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.466,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740011808058,  Location: 3.30 MI SE OF LOOP 224 (Lat: 31.573361,  Lng: -94.564444),  Route carried "on" structure: State highway 21,  Year Built: 1954,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 3,649 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,650 (year 2033),  Features Intersected: CARRIZO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.201,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11174001180807,  Location: 0.20 MI W OF BUS 59 (Lat: 31.604964,  Lng: -94.658353),  Route carried "on" structure: State highway 21,  Year Built: 1957,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 7,745 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,720 (year 2033),  Features Intersected: BANITA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.428,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740011808071,  Location: AT JCT OF LP 224 & SH 21E (Lat: 31.589425,  Lng: -94.619567),  Route carried "on" structure: State highway 224,  Year Built: 1964,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 9,090 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,020 (year 2034),  Design Load: H 20,  Features Intersected: SH 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.226,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740017508024,  Location: 17.5 MI S OF RUSK CO LN (Lat: 31.662522,  Lng: -94.659400),  Route carried "on" structure: State highway 59,  Year Built: 1940,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 6,480 (year 2013),  Truck Traffic: 29%,  Average Future Daily Traffic: 9,070 (year 2033),  Design Load: H 15,  Features Intersected: T & NO RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.073,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740017508032,  Location: 17.5 MI S OF RUSK CO LN (Lat: 31.662683,  Lng: -94.659808),  Route carried "on" structure: State highway 59,  Year Built: 1959,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 15,501 (year 2018),  Truck Traffic: 29%,  Average Future Daily Traffic: 9,070 (year 2033),  Features Intersected: T & NO RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.073,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 38.1 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 111740017601043,  Location: 0.20 MI S OF SH 21 (Lat: 31.601897,  Lng: -94.657069),  Route carried "on" structure: State highway 7,  Year Built: 1940,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 13,839 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 22,390 (year 2033),  Features Intersected: BANITA CREEK,  Facility Carried by Structure: BUS 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.964,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.1m (65.9ft)

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,  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: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740017601044,  Location: 0.30 MI S OF SH 21 (Lat: 31.599192,  Lng: -94.659069),  Route carried "on" structure: State highway 59,  Year Built: 1967,  Status: Open,  Structure Length: 29.99m (98.39ft),  Average Daily Traffic: 15,990 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 22,390 (year 2033),  Design Load: H 20,  Features Intersected: SPRR & COX ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.908,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.6 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 corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.99m (98.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $69,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 111740017601045,  Location: 22.1 MI S OF RUSK CO LINE (Lat: 31.597567,  Lng: -94.660614),  Route carried "on" structure: State highway 7,  Year Built: 1940,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 13,839 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 22,390 (year 2033),  Features Intersected: RUSK BRANCH,  Facility Carried by Structure: BUS 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.361,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 111740017601088,  Location: JCT US 59 & LP 224 (Lat: 31.576844,  Lng: -94.672442),  Route carried "on" structure: US 59,  Year Built: 1979,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 12,470 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,460 (year 2033),  Design Load: HS 20,  Features Intersected: US 59,  Facility Carried by Structure: LP 224 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.735,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 111740017601141,  Location: 0.3 MI S OF SH 21 (Lat: 31.601717,  Lng: -94.657183),  Route carried "on" structure: State highway 59,  Year Built: 1938,  Status: Open,  Structure Length: 29.99m (98.39ft),  Average Daily Traffic: 8,450 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,520 (year 2036),  Design Load: H 15,  Features Intersected: SPRR & COX ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.908,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 28,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.99m (98.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $69,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 111740055303002,  Location: 4.9 MI SW OF LOOP 224 (Lat: 31.542231,  Lng: -94.747719),  Route carried "on" structure: State highway 7,  Year Built: 1952,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,876 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,990 (year 2033),  Features Intersected: BLACK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.883,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2020

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Structure Number: 111740055303003,  Location: 4.1 MI SW OF LOOP 224 (Lat: 31.549642,  Lng: -94.736289),  Route carried "on" structure: State highway 7,  Year Built: 1952,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 3,876 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,990 (year 2033),  Features Intersected: MORRAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.079,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740140702001,  Location: 0.40 MI W OF BUS 59 (Lat: 31.610778,  Lng: -94.657878),  Route carried "on" structure: State highway 1638,  Year Built: 1956,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 1,553 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,810 (year 2033),  Features Intersected: BANITA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.217,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 111740140703003,  Location: 1.6 MI N OF SH 21 (Lat: 31.621167,  Lng: -94.639819),  Route carried "on" structure: State highway 1275,  Year Built: 1970,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 13,648 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,520 (year 2033),  Design Load: HS 20,  Features Intersected: BURROWS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.082,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m

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

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Structure Number: 111740140703004,  Location: 0.8 MI S OF LOOP 224 (Lat: 31.639872,  Lng: -94.639858),  Route carried "on" structure: State highway 1275,  Year Built: 1981,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,733 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,630 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF LA NANA BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.006,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: April 2020

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Structure Number: 111740181001004,  Location: 2.5 MI NE OF LOOP 224 (Lat: 31.652339,  Lng: -94.579756),  Route carried "on" structure: State highway 1878,  Year Built: 1956,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,057 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,690 (year 2033),  Features Intersected: CARRIZO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.309,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.3 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11174018100102,  Location: 0.70 MI E OF BUS 59 (Lat: 31.617650,  Lng: -94.641525),  Route carried "on" structure: State highway 1878,  Year Built: 2018,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 8,522 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,610 (year 2033),  Design Load: HL 93,  Features Intersected: LA NANA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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 ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 111740181002002,  Location: 2.6 MI W OF US 59 (Lat: 31.582564,  Lng: -94.724331),  Route carried "on" structure: State highway 225,  Year Built: 1955,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,891 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,330 (year 2033),  Features Intersected: MORRAL BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.492,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740181002003,  Location: 1.0 MI E OF FM 2782 (Lat: 31.584683,  Lng: -94.768272),  Route carried "on" structure: State highway 225,  Year Built: 1955,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,891 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,330 (year 2033),  Features Intersected: ALAZAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.304,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: April 2020

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Structure Number: 111740230001002,  Location: 2.30 MI W OF US 59 (Lat: 31.666389,  Lng: -94.713889),  Route carried "on" structure: State highway 343,  Year Built: 1958,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,255 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,320 (year 2033),  Features Intersected: MORRAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.450,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 6.4m (21.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Fair,  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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000

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Structure Number: 11174023000101,  Location: JCT FM 343 & US 59 (Lat: 31.666933,  Lng: -94.675269),  Route carried "on" structure: State highway 343,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 858 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,060 (year 2033),  Features Intersected: BONITA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.161,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 111740256001001,  Location: 0.90 MI E OF US 59 (Lat: 31.576086,  Lng: -94.657797),  Route carried "on" structure: State highway 224,  Year Built: 1964,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 16,923 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,690 (year 2033),  Design Load: H 20,  Features Intersected: SPRR & DRAW & PRESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.522,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 111740256001002,  Location: 1.1 MI E OF US 59 (Lat: 31.577133,  Lng: -94.654811),  Route carried "on" structure: State highway 224,  Year Built: 1964,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 16,923 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,690 (year 2033),  Design Load: H 20,  Features Intersected: LA NANA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.214,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740256001003,  Location: 1.9 MI E OF US 59 (Lat: 31.579600,  Lng: -94.640986),  Route carried "on" structure: State highway 224,  Year Built: 1964,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,209 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,670 (year 2033),  Design Load: HS 20,  Features Intersected: NOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.941,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: April 2020

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Structure Number: 111740256001009,  Location: 4.00 MI N OF SH 21 (Lat: 31.669944,  Lng: -94.672525),  Route carried "on" structure: US 59,  Year Built: 1970,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 10,724 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 27,900 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.693,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  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: 33.6 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 111740256001014,  Location: JCT US 59 & SH 7 (Lat: 31.584794,  Lng: -94.679228),  Route carried "on" structure: US 59,  Year Built: 1966,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 11,417 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 18,850 (year 2033),  Design Load: H 20,  Features Intersected: SH 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.508,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 13.7m (44.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 111740256001018,  Location: JCT US 59 & FM 225 (Lat: 31.596214,  Lng: -94.684650),  Route carried "on" structure: US 59,  Year Built: 1980,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 16,151 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 19,010 (year 2033),  Design Load: HS 20,  Features Intersected: FM 225
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.121,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 111740256001019,  Location: JCT US 59 & FM 225 (Lat: 31.596103,  Lng: -94.684819),  Route carried "on" structure: US 59,  Year Built: 1980,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 14,859 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 19,010 (year 2033),  Design Load: HS 20,  Features Intersected: FM 225
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.121,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 11174025600102,  Location: US 59 JCT AND FM 1638 W (Lat: 31.642611,  Lng: -94.683058),  Route carried "on" structure: State highway 1638,  Year Built: 1984,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 2,320 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,250 (year 2033),  Design Load: HS 20,  Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.791,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.0m (65.6ft)

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

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Structure Number: 111740256001021,  Location: JCT US 59 AND LOOP 224 (Lat: 31.652958,  Lng: -94.679747),  Route carried "on" structure: US 59,  Year Built: 1984,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 16,367 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 18,930 (year 2033),  Design Load: HS 20,  Features Intersected: LOOP 224
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.708,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 111740256001022,  Location: JCT US 59 & LOOP 224 (Lat: 31.652981,  Lng: -94.679958),  Route carried "on" structure: US 59,  Year Built: 1984,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 15,010 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 18,930 (year 2033),  Design Load: HS 20,  Features Intersected: LOOP 224
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.708,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 111740256001023,  Location: JCT US 59 AND FM 343 (Lat: 31.666586,  Lng: -94.674747),  Route carried "on" structure: US 59,  Year Built: 1984,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 10,724 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,950 (year 2033),  Design Load: HS 20,  Features Intersected: FM 343
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.108,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 111740256001024,  Location: JCT US 59 AND FM 343 (Lat: 31.666594,  Lng: -94.674981),  Route carried "on" structure: US 59,  Year Built: 1984,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 10,121 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,950 (year 2033),  Design Load: HS 20,  Features Intersected: FM 343
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.074,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 111740256001072,  Location: JCT US 59 & SH 21 (Lat: 31.612117,  Lng: -94.684164),  Route carried "on" structure: US 59,  Year Built: 1970,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 16,530 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,610 (year 2033),  Design Load: HS 20,  Features Intersected: SH 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.315,  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: 12.4m (40.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 111740256001073,  Location: JCT US 59 & SH 21 (Lat: 31.611622,  Lng: -94.684575),  Route carried "on" structure: US 59,  Year Built: 1980,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 15,217 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,610 (year 2033),  Design Load: HS 20,  Features Intersected: SH-21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.315,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 11.2m (36.7ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 111740256001082,  Location: JCT LOOP 224 & US 59 (Lat: 31.576939,  Lng: -94.671664),  Route carried "on" structure: Alternate US 59,  Year Built: 1966,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 10,640 (year 2014),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,890 (year 2031),  Design Load: H 20,  Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.733,  Lanes on structure: 1,  Lanes under structure: 7,  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: 16.8m (55.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place