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

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Structure Number: 191830006302001,  Location: 0.15 MI N OF FM 1794 (Lat: 32.313492,  Lng: -94.288303),  Route carried "on" structure: State highway 1186,  Year Built: 2005,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 415 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,000 (year 2033),  Design Load: HL 93,  Features Intersected: CADDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.082,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830006303057,  Location: 1.10 MI N OF US 79 (Lat: 32.174658,  Lng: -94.324353),  Route carried "on" structure: US 59,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 8,026 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,980 (year 2033),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.976,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 191830006303058,  Location: 0.65 MI N OF US 79 (Lat: 32.168422,  Lng: -94.322442),  Route carried "on" structure: US 59,  Year Built: 1969,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 8,026 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,980 (year 2033),  Design Load: HS 20,  Features Intersected: HOGGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.681,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 191830006303059,  Location: 0.80 MI N OF FM 699 (Lat: 32.158878,  Lng: -94.320728),  Route carried "on" structure: US 59,  Year Built: 1969,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 5,710 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,990 (year 2033),  Design Load: H 20,  Features Intersected: US 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.748,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 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: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19183000630306,  Location: 0.80 MI N OF FM 699 (Lat: 32.158956,  Lng: -94.320533),  Route carried "on" structure: US 59,  Year Built: 1969,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 5,710 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,990 (year 2033),  Design Load: H 20,  Features Intersected: US 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.740,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 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: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830006303078,  Location: 0.80 MI N OF US 79 (Lat: 32.194003,  Lng: -94.340031),  Route carried "on" structure: US 59,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,652 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,280 (year 2033),  Features Intersected: ROBERTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.214,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 191830006303084,  Location: 1.10 MI N OF SP 572 (Lat: 32.181925,  Lng: -94.338989),  Route carried "on" structure: US 79,  Year Built: 1987,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 3,370 (year 2013),  Truck Traffic: 33%,  Average Future Daily Traffic: 4,720 (year 2033),  Design Load: HS 20,  Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830006303085,  Location: 1.10 MI N OF SP 572 (Lat: 32.182208,  Lng: -94.338064),  Route carried "on" structure: US 79,  Year Built: 1987,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 3,370 (year 2013),  Truck Traffic: 33%,  Average Future Daily Traffic: 4,720 (year 2033),  Design Load: HS 20,  Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830006304019,  Location: 0.50 MI S OF SH 149 (Lat: 32.123539,  Lng: -94.330700),  Route carried "on" structure: US 59,  Year Built: 1925,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,693 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 22,830 (year 2033),  Design Load: H 15,  Features Intersected: BAKERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.703,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

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: June 2021

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Structure Number: 191830006304036,  Location: 1.05 MI S OF SH 149 (Lat: 32.116106,  Lng: -94.329156),  Route carried "on" structure: US 59,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,693 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 22,830 (year 2033),  Design Load: H 20,  Features Intersected: SIX MILE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.545,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191830006304037,  Location: 1.20 MI S OF SH 149 (Lat: 32.114444,  Lng: -94.328825),  Route carried "on" structure: US 59,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,693 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 22,830 (year 2033),  Design Load: H 20,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.728,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191830006304038,  Location: 1.45 MI S OF FM 2517 (Lat: 32.081542,  Lng: -94.310225),  Route carried "on" structure: US 59,  Year Built: 1948,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 4,576 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,480 (year 2033),  Design Load: H 20,  Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.779,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191830006304061,  Location: 0.35 MI S OF FM 699 (Lat: 32.143844,  Lng: -94.328056),  Route carried "on" structure: US 59,  Year Built: 1969,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 10,693 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 19,500 (year 2033),  Design Load: HS 20,  Features Intersected: HOOKER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.909,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 191830006304087,  Location: 0.70 MI S OF FM 2517 (Lat: 32.090872,  Lng: -94.315236),  Route carried "on" structure: US 59,  Year Built: 1988,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,911 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,970 (year 2033),  Design Load: HS 20,  Features Intersected: ELM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.571,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2019

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Structure Number: 191830006304088,  Location: 0.90 MI S OF FM 2517 (Lat: 32.086422,  Lng: -94.312567),  Route carried "on" structure: US 59,  Year Built: 1988,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,911 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,970 (year 2033),  Design Load: HS 20,  Features Intersected: KYLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.222,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: June 2019

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Structure Number: 191830006304089,  Location: 1.45 MI S OF FM 2517 (Lat: 32.081500,  Lng: -94.309789),  Route carried "on" structure: US 59,  Year Built: 1988,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 4,335 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,480 (year 2033),  Design Load: HS 20,  Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.779,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191830006304094,  Location: 1.40 MI S OF FM 699 (Lat: 32.131269,  Lng: -94.332414),  Route carried "on" structure: State highway 149,  Year Built: 1991,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 4,480 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 6,280 (year 2033),  Design Load: HS 20,  Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.876,  Lanes on structure: 2,  Lanes under structure: 5,  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: 27.4m (89.9ft),  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830006304095,  Location: 1.40 MI S OF FM 699 (Lat: 32.131083,  Lng: -94.332397),  Route carried "on" structure: State highway 149,  Year Built: 1991,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 4,480 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 6,280 (year 2033),  Design Load: HS 20,  Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.876,  Lanes on structure: 2,  Lanes under structure: 5,  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: 27.4m (89.9ft),  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 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19183000631108,  Location: 0.10 MI N OF SH 149 (Lat: 32.174808,  Lng: -94.359886),  Route carried "on" structure: US 79,  Year Built: 1976,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,955 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 9,440 (year 2033),  Design Load: HS 20,  Features Intersected: HOGGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.920,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 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: June 2021

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Structure Number: 191830006311086,  Location: 1.15 MI SE OF SH 315 (Lat: 32.138342,  Lng: -94.355100),  Route carried "on" structure: Business State highway 149,  Year Built: 1987,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,830 (year 2013),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,760 (year 2033),  Features Intersected: COLEMAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.025,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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: July 2019

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Structure Number: 191830006311098,  Location: 1.30 MI SW OF US 59 (Lat: 32.173622,  Lng: -94.360256),  Route carried "on" structure: US 79,  Year Built: 1995,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 3,617 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 4,720 (year 2033),  Design Load: HS 20,  Features Intersected: SH 149
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.049,  Lanes on structure: 2,  Lanes under structure: 5,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830006311099,  Location: 1.30 MI SW OF US 59 (Lat: 32.173986,  Lng: -94.360544),  Route carried "on" structure: US 79,  Year Built: 2004,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 4,338 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,770 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: SH 149
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.065,  Lanes on structure: 2,  Lanes under structure: 5,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  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: 40.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830006311101,  Location: 1.07 MI SW OF SH 149 (Lat: 32.161242,  Lng: -94.370508),  Route carried "on" structure: US 79,  Year Built: 2004,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 6,305 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 19,140 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: BU 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.789,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  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 rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830006311102,  Location: 1.07 MI SW OF SH 149 (Lat: 32.160603,  Lng: -94.370200),  Route carried "on" structure: US 79,  Year Built: 2004,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 6,180 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 19,140 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: BU 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.789,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  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: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: June 2021,  Roadway Improvement Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830006311217,  Location: 1.0 MI S OF US 79 (Lat: 32.146383,  Lng: -94.366647),  Route carried "on" structure: State highway 149,  Year Built: 2020,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 5,650 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 8,950 (year 2039),  Design Load: HL 93,  Features Intersected: SH 315
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.446,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 191830006311218,  Location: 1.0 MI S OF US 79 (Lat: 32.147006,  Lng: -94.367511),  Route carried "on" structure: State highway 149,  Year Built: 2020,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 5,650 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 8,950 (year 2039),  Design Load: HL 93,  Features Intersected: SH 315
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.446,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 191830006312018,  Location: 1.20 MI S OF SP 572 (Lat: 32.147903,  Lng: -94.335772),  Route carried "on" structure: State highway 59,  Year Built: 1924,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,430 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,800 (year 2033),  Features Intersected: HOOKER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.916,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191830006312052,  Location: 0.55 MI N OF SP 572 (Lat: 32.173611,  Lng: -94.340200),  Route carried "on" structure: State highway 59,  Year Built: 1954,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,710 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,290 (year 2033),  Features Intersected: HOGGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.924,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 191830024701014,  Location: 3.40 MI NE OF US 59 (Lat: 32.183906,  Lng: -94.270544),  Route carried "on" structure: US 79,  Year Built: 1958,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 8,448 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 16,230 (year 2033),  Features Intersected: RESPASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.951,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 23.0m (75.5ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191830024701021,  Location: 1.00 MI NE OF US 59 (Lat: 32.165433,  Lng: -94.304700),  Route carried "on" structure: US 79,  Year Built: 2003,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 8,448 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 16,230 (year 2033),  Design Load: HS 20,  Features Intersected: HOGGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.757,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830039401015,  Location: 0.15 MI NW OF US 79 (Lat: 32.174939,  Lng: -94.362619),  Route carried "on" structure: State highway 149,  Year Built: 1955,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,741 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,710 (year 2033),  Features Intersected: HOGGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.054,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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 24 months,  Inspection Date: June 2021

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Structure Number: 191830039401024,  Location: 0.15 MI SE OF US 79 (Lat: 32.172183,  Lng: -94.357978),  Route carried "on" structure: Spur State highway 572,  Year Built: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,167 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,020 (year 2031),  Design Load: HS 20,  Features Intersected: PIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.595,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 191830039403021,  Location: 2.80 MI SE OF US 59 (Lat: 32.121556,  Lng: -94.291081),  Route carried "on" structure: State highway 699,  Year Built: 1998,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 1,965 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,650 (year 2033),  Design Load: HS 20,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.768,  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: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830046203016,  Location: 1.95 MI SW OF SH 149 (Lat: 32.133606,  Lng: -94.396183),  Route carried "on" structure: State highway 315,  Year Built: 1954,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 6,678 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 9,380 (year 2033),  Features Intersected: LITTLE SIXMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.375,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 191830046203017,  Location: 1.10 MI SW OF SH 149 (Lat: 32.139269,  Lng: -94.383289),  Route carried "on" structure: State highway 315,  Year Built: 1954,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,571 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,900 (year 2033),  Design Load: HS 20,  Features Intersected: WITHERSPOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.746,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 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: June 2021

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Structure Number: 191830122201006,  Location: 1.00 MI S OF SH 149 (Lat: 32.118933,  Lng: -94.346417),  Route carried "on" structure: State highway 10,  Year Built: 2002,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 2,040 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,120 (year 2033),  Design Load: HS 20,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.310,  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: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830AA0125001,  Location: 0.5 MI S OF US 79 (Lat: 32.173242,  Lng: -94.350122),  Route carried "on" structure: County highway 201,  Year Built: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 358 (year 2013),  Average Future Daily Traffic: 358 (year 2033),  Features Intersected: HOGGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191830AA0332001,  Location: 2.2 MI SW OF SH 315 (Lat: 32.127967,  Lng: -94.365828),  Route carried "on" structure: County highway 105,  Year Built: 1990,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 698 (year 2018),  Average Future Daily Traffic: 798 (year 2033),  Features Intersected: DIXIE LAKE SPILLWAY,  Facility Carried by Structure: DIXIE LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191830AA0340001,  Location: 1.4 MI W OF SH 315 (Lat: 32.145861,  Lng: -94.384383),  Route carried "on" structure: County highway 101,  Year Built: 1993,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 170 (year 2013),  Average Future Daily Traffic: 170 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 191830B00760001,  Location: 0.1 MI W OF ADAMS ST (Lat: 32.163492,  Lng: -94.354158),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 568 (year 2013),  Average Future Daily Traffic: 568 (year 2033),  Design Load: HS 20,  Features Intersected: HOGGS BAYOU TRIBUTARY,  Facility Carried by Structure: LEXINGTON AVE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

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

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Structure Number: 191830006303059,  Location: 0.80 MI N OF FM 699 (Lat: 32.158728,  Lng: -94.320828),  Route carried "under" structure: Bypass US 79,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,590 (year 2013),  Truck Traffic: 24%,  Features Intersected: US 59 SB,  Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 38.491,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 19183000630306,  Location: 0.80 MI N OF FM 699 (Lat: 32.159047,  Lng: -94.320378),  Route carried "under" structure: Bypass US 79,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,590 (year 2013),  Truck Traffic: 24%,  Features Intersected: US 79,  Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 38.458,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 191830006303084,  Location: 1.10 MI N OF SP 572 (Lat: 32.181900,  Lng: -94.338900),  Route carried "under" structure: US 59,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 12,340 (year 2013),  Truck Traffic: 31%,  Features Intersected: US 59,  Facility Carried by Structure: US 79 EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 17.579,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 191830006303085,  Location: 1.10 MI N OF SP 572 (Lat: 32.182211,  Lng: -94.338000),  Route carried "under" structure: US 59,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 12,340 (year 2013),  Truck Traffic: 31%,  Features Intersected: US 59,  Facility Carried by Structure: US 79 WB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.547,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 191830006304094,  Location: 1.40 MI S OF FM 699 (Lat: 32.131269,  Lng: -94.332414),  Route carried "under" structure: US 59,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2011),  Truck Traffic: 23%,  Features Intersected: US 59,  Facility Carried by Structure: SH 149 WB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 26.876,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 191830006304095,  Location: 1.40 MI S OF FM 699 (Lat: 32.131083,  Lng: -94.332397),  Route carried "under" structure: US 59,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2011),  Truck Traffic: 23%,  Features Intersected: SH 149 EB,  Facility Carried by Structure: SH 149 EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 26.876,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 191830006311098,  Location: 1.30 MI SW OF US 59 (Lat: 32.173622,  Lng: -94.360256),  Route carried "under" structure: State highway 149,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2011),  Truck Traffic: 8%,  Features Intersected: SH 149,  Facility Carried by Structure: US 79 EB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 22.301,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 191830006311099,  Location: 1.30 MI SW OF US 59 (Lat: 32.173981,  Lng: -94.360500),  Route carried "under" structure: State highway 149,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2011),  Truck Traffic: 8%,  Features Intersected: SH 149,  Facility Carried by Structure: US 79 WB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 22.301,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 191830006311101,  Location: 1.07 MI SW OF SH 149 (Lat: 32.161200,  Lng: -94.370500),  Route carried "under" structure: Business State highway 79,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2011),  Truck Traffic: 4%,  Features Intersected: BU 79
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 4.691,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 191830006311102,  Location: 1.07 MI SW OF SH 149 (Lat: 32.160600,  Lng: -94.370200),  Route carried "under" structure: Business State highway 79,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2011),  Truck Traffic: 4%,  Features Intersected: BU 79
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 4.691,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 191830006311217,  Location: 1.0 MI S OF US 79 (Lat: 32.146383,  Lng: -94.366647),  Route carried "under" structure: State highway 315,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2011),  Truck Traffic: 32%,  Features Intersected: SH 315,  Facility Carried by Structure: SH 149 NB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 27.517,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)