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

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Structure Number: 100010005801017,  Location: 1.7 MI E OF US 79 (Lat: 31.660847,  Lng: -95.740844),  Route carried "on" structure: State highway 294,  Year Built: 1990,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 1,669 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,110 (year 2033),  Design Load: HS 20,  Features Intersected: MACK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.712,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 100010005801018,  Location: 3.9 MI E OF US 79 (Lat: 31.653764,  Lng: -95.705214),  Route carried "on" structure: State highway 294,  Year Built: 1990,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,374 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,840 (year 2033),  Design Load: HS 20,  Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.216,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 100010010807057,  Location: 5.4 MI S OF FM 321 (Lat: 31.809378,  Lng: -95.689167),  Route carried "on" structure: State highway 19,  Year Built: 1954,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,832 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,770 (year 2033),  Features Intersected: FIVEMILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.497,  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: 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: December 2020

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Structure Number: 100010010807058,  Location: 4.7 MI S OF FM 321 (Lat: 31.819150,  Lng: -95.695553),  Route carried "on" structure: State highway 19,  Year Built: 1954,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,832 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,770 (year 2033),  Features Intersected: KEECHIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.234,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  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: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $49,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010010807059,  Location: 3.0 MI S OF FM 321 (Lat: 31.839667,  Lng: -95.705372),  Route carried "on" structure: State highway 19,  Year Built: 1954,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,499 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,090 (year 2033),  Features Intersected: FOUNDRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.747,  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: 3,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 10001001080707,  Location: SL 256 @ US 287 NW Palest (Lat: 31.770075,  Lng: -95.656981),  Route carried "on" structure: State highway 256,  Year Built: 1993,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 10,920 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,300 (year 2033),  Design Load: HS 20,  Features Intersected: US 287/SH 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.881,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10001001090102,  Location: 0.8 MI NW OF SL 256 (Lat: 31.744456,  Lng: -95.617225),  Route carried "on" structure: US 287,  Year Built: 1926,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 13,662 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,950 (year 2033),  Design Load: H 15,  Features Intersected: TEXAS STATE RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 22.9m (75.1ft)

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

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Structure Number: 100010012205031,  Location: 3.8 MI NW OF SH 19 (Lat: 31.802878,  Lng: -95.737225),  Route carried "on" structure: US 287,  Year Built: 1953,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,031 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,410 (year 2033),  Features Intersected: KEECHIE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

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

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Structure Number: 100010012301039,  Location: 4.4 MI E OF E LP 256 (Lat: 31.745039,  Lng: -95.539008),  Route carried "on" structure: US 84,  Year Built: 1952,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,511 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 2,980 (year 2033),  Features Intersected: STILLS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.329,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 22.3m (73.2ft)

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

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Structure Number: 100010020507047,  Location: 4.1 MI SW OF S LOOP 256 (Lat: 31.710667,  Lng: -95.709661),  Route carried "on" structure: US 79,  Year Built: 1961,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,814 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 16,160 (year 2033),  Design Load: HS 20,  Features Intersected: GUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.852,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 9 degrees,  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: 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: December 2020

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Structure Number: 100010020507048,  Location: 2.9 MI SW OF S LP 256 (Lat: 31.720356,  Lng: -95.693542),  Route carried "on" structure: US 79,  Year Built: 1961,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,814 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 16,160 (year 2033),  Design Load: H 20,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.989,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 3 degrees,  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: 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: December 2020

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Structure Number: 100010020507145,  Location: US 79 at FM 645 (Lat: 31.685006,  Lng: -95.738956),  Route carried "on" structure: US 79,  Year Built: 2017,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 4,834 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,500 (year 2033),  Design Load: HL 93,  Features Intersected: FM 645
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.712,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Better than 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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 100010020507146,  Location: US 79 at FM 645 (Lat: 31.685247,  Lng: -95.739150),  Route carried "on" structure: US 79,  Year Built: 2017,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 5,063 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,500 (year 2033),  Design Load: HL 93,  Features Intersected: FM 645
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.712,  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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very 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: Better than 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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 100010020601002,  Location: 0.7 MI E OF LOOP 256 (Lat: 31.783153,  Lng: -95.608947),  Route carried "on" structure: US 79,  Year Built: 1926,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,727 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,160 (year 2033),  Features Intersected: LUMPKINS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.310,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  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: 15.1m (49.5ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010020601003,  Location: 4.9 MI E OF US 287 (Lat: 31.811228,  Lng: -95.568019),  Route carried "on" structure: US 79,  Year Built: 1926,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 4,317 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,310 (year 2033),  Design Load: H 15,  Features Intersected: SMITH BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.228,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010020601025,  Location: 0.1 MI E OF LP 256 (Lat: 31.777961,  Lng: -95.616119),  Route carried "on" structure: US 79,  Year Built: 1940,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,727 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,160 (year 2033),  Design Load: HS 20,  Features Intersected: HOWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.192,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: December 2020

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Structure Number: 100010052008017,  Location: 0.1 MI N OF LOOP 256 (Lat: 31.781853,  Lng: -95.622725),  Route carried "on" structure: State highway 155,  Year Built: 1947,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 13,054 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,910 (year 2033),  Design Load: H 15,  Features Intersected: HOWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.441,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 9 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: December 2020

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Structure Number: 100010052008063,  Location: 0.4 Mi NW of SH 79 (Lat: 31.780547,  Lng: -95.624217),  Route carried "on" structure: State highway 256,  Year Built: 1992,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 8,930 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,500 (year 2033),  Design Load: HS 20,  Features Intersected: SH 155
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.526,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  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: 39.6m (129.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

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

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Structure Number: 100010052009051,  Location: 0.4 MI E OF FM 322 (Lat: 31.733744,  Lng: -95.618631),  Route carried "on" structure: State highway 256,  Year Built: 1964,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 15,921 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,670 (year 2033),  Design Load: H 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.382,  Lanes on structure: 2,  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: 16.2m (53.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010052009052,  Location: 1.4 MI NW OF FM 322 (Lat: 31.741861,  Lng: -95.646592),  Route carried "on" structure: State highway 256,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,252 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,410 (year 2033),  Design Load: HS 20,  Features Intersected: TOWN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.261,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 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: December 2020

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Structure Number: 100010052009053,  Location: 0.2 MI E OF US 79 (Lat: 31.744342,  Lng: -95.651533),  Route carried "on" structure: State highway 256,  Year Built: 1964,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 10,089 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,200 (year 2033),  Design Load: H 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.811,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010052009058,  Location: 0.4 MI E OF FM 322 (Lat: 31.733544,  Lng: -95.618519),  Route carried "on" structure: State highway 256,  Year Built: 1983,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 10,666 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,670 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.382,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010052009059,  Location: 0.20 MI E OF US 79 (Lat: 31.744183,  Lng: -95.651697),  Route carried "on" structure: State highway 256,  Year Built: 1983,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 9,839 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,200 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.811,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  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: Better than 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010052009061,  Location: 0.1 MI S OF FM 320 (Lat: 31.759353,  Lng: -95.658056),  Route carried "on" structure: State highway 256,  Year Built: 1993,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 12,056 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,890 (year 2033),  Design Load: HS 20,  Features Intersected: BASSET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.650,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 3 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 48 months,  Inspection Date: December 2020

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Structure Number: 100010052009062,  Location: 0.2 MI W OF SH 155 (Lat: 31.781494,  Lng: -95.626553),  Route carried "on" structure: State highway 256,  Year Built: 1993,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 8,052 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,500 (year 2033),  Design Load: HS 20,  Features Intersected: HOWARD CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.278,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 100010052009176,  Location: 1.10 MI S OF US 79 (Lat: 31.765119,  Lng: -95.606292),  Route carried "on" structure: State highway 256,  Year Built: 2012,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 9,832 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,950 (year 2033),  Design Load: HL 93,  Features Intersected: UPRR and WELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.053,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 100010089003007,  Location: 5.3 MI S OF US 84 (Lat: 31.686911,  Lng: -95.633683),  Route carried "on" structure: State highway 322,  Year Built: 1950,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,548 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,150 (year 2033),  Design Load: H 20,  Features Intersected: WILLOW SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.853,  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: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 100010089005014,  Location: 0.9 MI W OF FM 315 (Lat: 31.793833,  Lng: -95.631814),  Route carried "on" structure: State highway 3309,  Year Built: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,087 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,320 (year 2033),  Features Intersected: HOWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.521,  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: 13.4m (44.0ft),  Out-to-Out Width: 19.9m (65.3ft)

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

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Structure Number: 100010089005015,  Location: 0.3 MI S OF LOOP 256 (Lat: 31.778997,  Lng: -95.630236),  Route carried "on" structure: State highway 3309,  Year Built: 1982,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,515 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,090 (year 2033),  Design Load: HS 20,  Features Intersected: HOWARD CREEK TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 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: 13.4m (44.0ft),  Out-to-Out Width: 21.1m (69.2ft)

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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010089101007,  Location: 2.8 MI E OF FM 645 (Lat: 31.763178,  Lng: -95.733778),  Route carried "on" structure: State highway 320,  Year Built: 1962,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,561 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,450 (year 2033),  Features Intersected: CHALYBEATE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.648,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010089101008,  Location: 4.7 MI E OF FM 645 (Lat: 31.764653,  Lng: -95.703950),  Route carried "on" structure: State highway 320,  Year Built: 1962,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,561 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,620 (year 2033),  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  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: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010170701008,  Location: 2.0 MI S OF FM 320 (Lat: 31.722483,  Lng: -95.759003),  Route carried "on" structure: State highway 645,  Year Built: 2006,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 2,730 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,060 (year 2033),  Design Load: HS 20,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.820,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 100010315201001,  Location: 0.8 MI W OF LOOP 256 (Lat: 31.748381,  Lng: -95.671981),  Route carried "on" structure: State highway 2394,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,834 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,830 (year 2033),  Design Load: HS 20,  Features Intersected: BASSET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.645,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 100010AA0370001,  Location: 1.90 MI SE OF US 79 (Lat: 31.797150,  Lng: -95.563464),  Route carried "on" structure: County highway 370,  Year Built: 2020,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 160 (year 2018),  Average Future Daily Traffic: 180 (year 2038),  Design Load: HL 93,  Features Intersected: WELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 100010AA0386101,  Location: 1.25 MI SE OF US 84 (Lat: 31.733372,  Lng: -95.541492),  Route carried "on" structure: County highway 386,  Year Built: 2006,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 90 (year 2015),  Average Future Daily Traffic: 36 (year 2035),  Features Intersected: STILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  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: 100010AA0430001,  Location: 0.03 MI NW OF SH 19 (Lat: 31.839347,  Lng: -95.705708),  Route carried "on" structure: County highway 430,  Year Built: 1926,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 120 (year 2013),  Average Future Daily Traffic: 150 (year 2035),  Design Load: H 15,  Features Intersected: FOUNDRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010AA0433001,  Location: 0.10 MI NW OF SH 19 (Lat: 31.809200,  Lng: -95.689956),  Route carried "on" structure: County highway 433,  Year Built: 1925,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 120 (year 2013),  Average Future Daily Traffic: 150 (year 2035),  Design Load: H 15,  Features Intersected: FIVEMILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.9 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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010AA2133001,  Location: 1.45 MI E OF US 79 (Lat: 31.675097,  Lng: -95.724142),  Route carried "on" structure: County highway 2133,  Year Built: 2017,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 510 (year 2015),  Average Future Daily Traffic: 550 (year 2040),  Design Load: HL 93,  Features Intersected: Mack Cr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.8m (68.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100010AA2136001,  Location: 1.2 MI EAST OF FM 1990 (Lat: 31.662400,  Lng: -95.693839),  Route carried "on" structure: Alternate County highway 2136,  Year Built: 2008,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 60 (year 2035),  Design Load: HL 93,  Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  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 ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100010AA2202101,  Location: 1.20 MI NE OF FM 645 (Lat: 31.736150,  Lng: -95.740389),  Route carried "on" structure: County highway 2202,  Year Built: 1994,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 189 (year 2018),  Average Future Daily Traffic: 100 (year 2035),  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100010AA2212001,  Location: 1.30 MI NW OF CR 422 (Lat: 31.783489,  Lng: -95.747289),  Route carried "on" structure: County highway 2212,  Year Built: 1995,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 100 (year 2015),  Average Future Daily Traffic: 150 (year 2035),  Design Load: HS 20,  Features Intersected: KEECHIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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: 100010AA4034101,  Location: 0.53mi NW of FM 3309 (Lat: 31.799944,  Lng: -95.638494),  Route carried "on" structure: County highway 4034,  Year Built: 2019,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 65 (year 2019),  Average Future Daily Traffic: 1 (year 1900),  Features Intersected: Wells Cr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.158,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100010AA4334101,  Location: 0.70 MI W OF SH 19 (Lat: 31.818078,  Lng: -95.703481),  Route carried "on" structure: County highway 4334,  Year Built: 1954,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 55 (year 2035),  Features Intersected: KEECHIE CREEK
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 1.127,  Lanes on structure: 1,  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: 8.8m (28.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $27,000,  Deck Structure Type: Concrete Cast-file-Place