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

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Structure Number: 191030006207022,  Location: 2.35 MI N OF LP 390 (Lat: 32.607844,  Lng: -94.336475),  Route carried "on" structure: US 59,  Year Built: 1930,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,113 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 21,560 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.896,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 191030049510111,  Location: 1.75 MI SE OF US 80 (Lat: 32.487800,  Lng: -94.132567),  Route carried "on" structure: Interstate 20,  Year Built: 1936,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 33,793 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 45,080 (year 2033),  Features Intersected: BIG SIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.992,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: September 2021

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Structure Number: 191030049510112,  Location: 1.75 MI SE OF US 80 (Lat: 32.487289,  Lng: -94.132700),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1963,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 1,620 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 2,260 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.992,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030049510113,  Location: 2.20 MI SE OF US 80 (Lat: 32.485656,  Lng: -94.124511),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1963,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 1,620 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 2,260 (year 2033),  Design Load: H 20,  Features Intersected: LITTLE SIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.760,  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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.0m (39.4ft)

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

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Structure Number: 191030049510114,  Location: 2.20 MI SE OF US 80 (Lat: 32.486172,  Lng: -94.124375),  Route carried "on" structure: Interstate 20,  Year Built: 1936,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 33,793 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 45,080 (year 2033),  Features Intersected: LITTLE SIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.763,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 191030049510116,  Location: 3.00 MI SE OF US 80 (Lat: 32.483575,  Lng: -94.111533),  Route carried "on" structure: County highway 2727,  Year Built: 1963,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 388 (year 2013),  Average Future Daily Traffic: 388 (year 2033),  Design Load: H 15,  Features Intersected: IH 20,  Facility Carried by Structure: JONESVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: 191030049510117,  Location: 1.20 MI NW OF FM 9 (Lat: 32.479003,  Lng: -94.087353),  Route carried "on" structure: State highway 134,  Year Built: 1963,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 890 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,250 (year 2033),  Design Load: H 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.502,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: 191030049510118,  Location: 1.15 MI SE OF FM 134 (Lat: 32.473008,  Lng: -94.068481),  Route carried "on" structure: State highway 9,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 1,760 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,470 (year 2033),  Design Load: H 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.700,  Lanes on structure: 2,  Lanes under structure: 4,  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: 19.8m (65.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.1 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030049510119,  Location: 0.85 MI SE OF FM 9 (Lat: 32.467775,  Lng: -94.056264),  Route carried "on" structure: Spur State highway 156,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 4,500 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,310 (year 2033),  Design Load: H 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 4,  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: 19.8m (65.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to 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: 19103004951012,  Location: 0.02 MI E OF SP 156 (Lat: 32.467231,  Lng: -94.056628),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 40 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 50 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.514,  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: 3,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 191030049510121,  Location: 0.20 MI E OF SP 156 (Lat: 32.466531,  Lng: -94.053200),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 34,230 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 47,920 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.818,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: September 2021

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Structure Number: 191030049510122,  Location: 0.20 MI E OF SP 156 (Lat: 32.467808,  Lng: -94.055017),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1963,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 60 (year 2013),  Truck Traffic: 33%,  Average Future Daily Traffic: 80 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.891,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 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: 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: September 2021

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Structure Number: 19103006320302,  Location: 1.25 MI NW OF IH 20 (Lat: 32.494547,  Lng: -94.095911),  Route carried "on" structure: State highway 134,  Year Built: 1940,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 787 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,250 (year 2033),  Design Load: H 15,  Features Intersected: PAW PAW BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.436,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030063203036,  Location: 0.40 MI N OF IH 20 (Lat: 32.484558,  Lng: -94.087500),  Route carried "on" structure: State highway 134,  Year Built: 2004,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 787 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,700 (year 2031),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.855,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191030063204028,  Location: 1.30 MI S OF IH 20 (Lat: 32.454700,  Lng: -94.070594),  Route carried "on" structure: State highway 9,  Year Built: 1975,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 3,195 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,840 (year 2033),  Design Load: HS 20,  Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.775,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.3m (43.6ft)

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

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Structure Number: 191030234002002,  Location: 3.85 MI N OF US 80 (Lat: 32.533492,  Lng: -94.070428),  Route carried "on" structure: State highway 9,  Year Built: 1970,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,247 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,780 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.215,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

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

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Structure Number: 191030234002003,  Location: 3.30 MI N OF US 80 (Lat: 32.525492,  Lng: -94.070508),  Route carried "on" structure: State highway 9,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,247 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,780 (year 2033),  Design Load: HS 20,  Features Intersected: BULLARD CREEK REL NO. 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.104,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 17.5m (57.4ft)

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

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Structure Number: 191030234002004,  Location: 3.20 MI N OF US 80 (Lat: 32.523822,  Lng: -94.070525),  Route carried "on" structure: State highway 9,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,247 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,780 (year 2033),  Design Load: HS 20,  Features Intersected: BULLARD CREEK REL NO. 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.287,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 17.5m (57.4ft)

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

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Structure Number: 191030234002005,  Location: 3.15 MI N OF US 80 (Lat: 32.522319,  Lng: -94.070547),  Route carried "on" structure: State highway 9,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,247 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,780 (year 2033),  Design Load: HS 20,  Features Intersected: BULLARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.361,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 17.6m (57.7ft)

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

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Structure Number: 191030234002006,  Location: 2.10 MI N OF US 80 (Lat: 32.508417,  Lng: -94.067506),  Route carried "on" structure: State highway 9,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,247 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,780 (year 2033),  Design Load: HS 20,  Features Intersected: PAW PAW BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.054,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 191030234002007,  Location: 1.80 MI N OF US 80 (Lat: 32.505033,  Lng: -94.064700),  Route carried "on" structure: State highway 9,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,247 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,780 (year 2033),  Design Load: HS 20,  Features Intersected: PAW PAW BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.532,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021

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Structure Number: 191030AA0353001,  Location: 2.25 MI S OF FM 9 (Lat: 32.530631,  Lng: -94.087831),  Route carried "on" structure: County highway 2710,  Year Built: 2008,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 49 (year 2013),  Average Future Daily Traffic: 49 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: OWEN GEORGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.653,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  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: 191030AA0369001,  Location: 0.65 MI N OF IH 20 (Lat: 32.493633,  Lng: -94.111161),  Route carried "on" structure: County highway 2727,  Year Built: 1988,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 131 (year 2018),  Average Future Daily Traffic: 230 (year 2033),  Design Load: HS 20,  Features Intersected: PAW PAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

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

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Structure Number: 191030AA0447001,  Location: 0.6 MI S OF IH 20 (Lat: 32.457214,  Lng: -94.053714),  Route carried "on" structure: County highway 1114,  Year Built: 2015,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 518 (year 2013),  Average Future Daily Traffic: 518 (year 2033),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 191030AA0447002,  Location: 1.0 MI S OF IH 20 (Lat: 32.451522,  Lng: -94.053631),  Route carried "on" structure: County highway 1114,  Year Built: 2001,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 518 (year 2013),  Average Future Daily Traffic: 518 (year 2033),  Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030AA0448001,  Location: 0.3 MI SE OF FM 9 (Lat: 32.438158,  Lng: -94.069400),  Route carried "on" structure: County highway 1221,  Year Built: 2014,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 398 (year 2018),  Average Future Daily Traffic: 518 (year 2033),  Design Load: HL 93,  Features Intersected: CROSS BAYOU TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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 Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 191030049510116,  Location: 3.00 MI SE OF US 80 (Lat: 32.483575,  Lng: -94.111533),  Route carried "under" structure: Interstate 20,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 32,200 (year 2013),  Truck Traffic: 38%,  Features Intersected: IH 20,  Facility Carried by Structure: JONESVILLE RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 56.012,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 191030049510117,  Location: 1.20 MI NW OF FM 9 (Lat: 32.479003,  Lng: -94.087353),  Route carried "under" structure: Interstate 20,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 32,200 (year 2013),  Truck Traffic: 38%,  Features Intersected: IH 20,  Facility Carried by Structure: FM 134
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 58.344,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 191030049510118,  Location: 1.15 MI SE OF FM 134 (Lat: 32.473008,  Lng: -94.068481),  Route carried "under" structure: Interstate 20,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 32,190 (year 2013),  Truck Traffic: 32%,  Features Intersected: IH 20,  Facility Carried by Structure: FM 9
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 60.226,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 191030049510119,  Location: 0.85 MI SE OF FM 9 (Lat: 32.467775,  Lng: -94.056264),  Route carried "under" structure: Interstate 20,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 34,230 (year 2013),  Truck Traffic: 38%,  Features Intersected: IH 20,  Facility Carried by Structure: SPUR 156
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 61.514,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)