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

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Structure Number: 131210008903006,  Location: 8.80 MI SW OF FM 822 (Lat: 28.913178,  Lng: -96.773556),  Route carried "on" structure: US 59,  Year Built: 1929,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 11,493 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,380 (year 2038),  Features Intersected: ARENOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.468,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904061,  Location: 2.67 Mi SW of FM 710 (Lat: 29.026525,  Lng: -96.550453),  Route carried "on" structure: US 59,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 11,663 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,610 (year 2033),  Features Intersected: Navidad Riv. East Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.559,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904062,  Location: 2.76 Mi S of FM 710 (Lat: 29.025172,  Lng: -96.553436),  Route carried "on" structure: US 59,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 28.90m (94.82ft),  Average Daily Traffic: 11,663 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,610 (year 2033),  Features Intersected: Navidad Ri & Lk Texana
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.712,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904063,  Location: 3.58 Mi SW of FM 710 (Lat: 29.020172,  Lng: -96.563928),  Route carried "on" structure: US 59,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 11,663 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,610 (year 2033),  Features Intersected: Navidad W Rel Lk Texana
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.028,  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: 13,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904164,  Location: AT JCT FM 710 (Lat: 29.049697,  Lng: -96.515597),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 11,253 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,590 (year 2035),  Design Load: HS 20,  Features Intersected: FM 710
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.239,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.5m (44.3ft)

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

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Structure Number: 131210008904165,  Location: AT JCT FM 710 (Lat: 29.049514,  Lng: -96.515542),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,940 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,590 (year 2035),  Design Load: HS 20,  Features Intersected: FM 710
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.239,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904166,  Location: 0.51 Mi S of FM 710 (Lat: 29.045583,  Lng: -96.522522),  Route carried "on" structure: County highway 124,  Year Built: 1972,  Status: Open,  Structure Length: 17.13m (56.20ft),  Average Daily Traffic: 260 (year 2015),  Average Future Daily Traffic: 500 (year 2035),  Design Load: H 15,  Features Intersected: US 59,  Facility Carried by Structure: Legion Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 131210008904167,  Location: 0.80 MI SW OF FM 710 (Lat: 29.042383,  Lng: -96.526336),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 22,193 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 34,530 (year 2033),  Design Load: HS 20,  Features Intersected: Devers Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.570,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 131210008904168,  Location: 1.2 Mi SW of FM 710 (Lat: 29.038686,  Lng: -96.531206),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 11,253 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 17,260 (year 2033),  Design Load: HS 20,  Features Intersected: Cemetery Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.195,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904169,  Location: 1.2 Mi SW of FM 710 (Lat: 29.038456,  Lng: -96.530942),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 10,940 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 17,260 (year 2033),  Design Load: HS 20,  Features Intersected: Cemetery Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.195,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13121000890417,  Location: 1.92 MI SW OF FM 710 (Lat: 29.031822,  Lng: -96.539281),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 22,193 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 34,530 (year 2033),  Design Load: HS 20,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.350,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904191,  Location: 2.67 MI SW of FM 710 (Lat: 29.026294,  Lng: -96.550303),  Route carried "on" structure: US 59,  Year Built: 1976,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 11,648 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,610 (year 2033),  Design Load: HS 20,  Features Intersected: Navidad Riv. East Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904192,  Location: 2.76 Mi SW of FM 710 (Lat: 29.024975,  Lng: -96.553283),  Route carried "on" structure: US 59,  Year Built: 1976,  Status: Open,  Structure Length: 28.96m (95.01ft),  Average Daily Traffic: 11,648 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,610 (year 2033),  Design Load: HS 20,  Features Intersected: Navidad River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.704,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 19,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904193,  Location: 3.57 Mi SW of FM 710 (Lat: 29.019994,  Lng: -96.563806),  Route carried "on" structure: US 59,  Year Built: 1976,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 11,648 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,610 (year 2033),  Design Load: HS 20,  Features Intersected: Navidad Riv. West Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.015,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008905018,  Location: 2.14 Mi S of Wharton C/L (Lat: 29.065325,  Lng: -96.477575),  Route carried "on" structure: US 59,  Year Built: 1929,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 12,476 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,800 (year 2033),  Design Load: H 15,  Features Intersected: McFarland Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.052,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008905153,  Location: 2.15 MI S OF WHARTON C/L (Lat: 29.065500,  Lng: -96.477681),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 12,058 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,800 (year 2033),  Design Load: HS 20,  Features Intersected: MCFARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.071,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  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: 12.4m (40.7ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008905154,  Location: 0.80 MI NE OF FM 710 (Lat: 29.052169,  Lng: -96.501847),  Route carried "on" structure: ServiceUS 59,  Year Built: 1972,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 70 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.918,  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: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 131210008905155,  Location: 0.8 Mi E of FM 710 (Lat: 29.051364,  Lng: -96.502461),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 9,742 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,800 (year 2033),  Design Load: HS 20,  Features Intersected: LP 522 (Airport Rd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.912,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008905156,  Location: 0.8 Mi E of FM 710 (Lat: 29.051122,  Lng: -96.502433),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 10,947 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,800 (year 2033),  Design Load: HS 20,  Features Intersected: LP 522 (Airport Rd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.912,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008905159,  Location: 0.20 MI W OF LP 522 (Lat: 29.051047,  Lng: -96.505525),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 17,636 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 33,180 (year 2033),  Design Load: HS 20,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.282,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 1.5m (4.9ft)

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

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Structure Number: 131210008905161,  Location: 0.05 MI E OF FM 710 (Lat: 29.050794,  Lng: -96.514789),  Route carried "on" structure: ServiceUS 59,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 130 (year 2013),  Average Future Daily Traffic: 180 (year 2033),  Design Load: HS 20,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.143,  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: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

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

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Structure Number: 131210008905162,  Location: 0.05 MI E OF SH 172 (Lat: 29.049928,  Lng: -96.514456),  Route carried "on" structure: US 59,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,636 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 33,180 (year 2033),  Design Load: HS 20,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.143,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  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: 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 24 months,  Inspection Date: May 2021

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Structure Number: 131210008905163,  Location: 0.05 MI E OF SH 172 (Lat: 29.049172,  Lng: -96.514231),  Route carried "on" structure: ServiceUS 59,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 130 (year 2013),  Average Future Daily Traffic: 180 (year 2033),  Design Load: HS 20,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.143,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 10.4m (34.1ft),  Out-to-Out Width: 16.2m (53.1ft)

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

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Structure Number: 131210008912016,  Location: 0.5 Mi SW of SH 172 (Lat: 29.038653,  Lng: -96.521578),  Route carried "on" structure: Business State highway 522,  Year Built: 1929,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,385 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,570 (year 2033),  Features Intersected: Devers Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.307,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008912017,  Location: 0.4 Mi SW of US 59 (Lat: 29.047564,  Lng: -96.505636),  Route carried "on" structure: Business State highway 522,  Year Built: 1929,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,930 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,830 (year 2033),  Design Load: H 15,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.455,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 131210042001015,  Location: 1.4 MI S OF LP 522 (Lat: 29.023869,  Lng: -96.504914),  Route carried "on" structure: State highway 172,  Year Built: 1978,  Status: Open,  Structure Length: 18.59m (60.99ft),  Average Daily Traffic: 3,992 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 5,260 (year 2035),  Design Load: HS 20,  Features Intersected: LK TEXANA MUSTANG CR BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.227,  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: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 131210130701006,  Location: 0.5 MI E OF SH 172 (Lat: 29.042792,  Lng: -96.505692),  Route carried "on" structure: State highway 1157,  Year Built: 1952,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 490 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 730 (year 2033),  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.437,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210130701011,  Location: 2.8 Mi E of SH 172 (Lat: 29.042406,  Lng: -96.469542),  Route carried "on" structure: State highway 1157,  Year Built: 2007,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 490 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 730 (year 2033),  Design Load: HL 93,  Features Intersected: MUSTANG CR LK TEXANA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.889,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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

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Structure Number: 131210AA0246001,  Location: 0.5 MI SW OF FM 172 (Lat: 29.030358,  Lng: -96.515061),  Route carried "on" structure: County highway 246,  Year Built: 1980,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 172 (year 2013),  Average Future Daily Traffic: 200 (year 2035),  Features Intersected: DEVERS CREEK
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210AA0256002,  Location: 0.3 MI W OF US 59 (Lat: 29.045439,  Lng: -96.527206),  Route carried "on" structure: County highway 256,  Year Built: 2009,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 3,790 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 300 (year 2029),  Design Load: HL 93,  Features Intersected: DEVERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210AA0263001,  Location: 0.4 MI SW OF FM 172 (Lat: 29.035086,  Lng: -96.516528),  Route carried "on" structure: County highway 246,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 2013),  Average Future Daily Traffic: 170 (year 2035),  Features Intersected: DEVERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131210008904164,  Location: AT JCT FM 710 (Lat: 29.049697,  Lng: -96.515597),  Route carried "under" structure: State highway 710,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,540 (year 2015),  Truck Traffic: 5%,  Features Intersected: FM 710,  Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 26.126,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 131210008904165,  Location: AT JCT FM 710 (Lat: 29.049514,  Lng: -96.515542),  Route carried "under" structure: State highway 710,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 3,130 (year 2015),  Truck Traffic: 5%,  Features Intersected: FM 710,  Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 26.158,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 131210008904166,  Location: 0.51 Mi S of FM 710 (Lat: 29.045583,  Lng: -96.522522),  Route carried "under" structure: US 59,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 24,660 (year 2013),  Truck Traffic: 17%,  Features Intersected: US 59,  Facility Carried by Structure: Legion Rd
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 10.084,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 131210008904168,  Location: 1.2 Mi SW of FM 710 (Lat: 29.038686,  Lng: -96.531206),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 270 (year 2015),  Features Intersected: CEMETERY RD,  Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  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: 131210008904169,  Location: 1.2 Mi SW of FM 710 (Lat: 29.038456,  Lng: -96.530942),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 270 (year 2015),  Features Intersected: CEMETERY RD,  Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  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: 131210008905155,  Location: 0.8 Mi E of FM 710 (Lat: 29.051364,  Lng: -96.502461),  Route carried "under" structure: Business State highway 522,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,170 (year 2013),  Truck Traffic: 7%,  Features Intersected: LP 522,  Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 0.863,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 131210008905156,  Location: 0.8 Mi E of FM 710 (Lat: 29.051122,  Lng: -96.502433),  Route carried "under" structure: Business State highway 522,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,170 (year 2013),  Truck Traffic: 7%,  Features Intersected: LP 522,  Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.896,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)