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

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Structure Number: 212450032706018,  Location: 0.01 MI N OF FM 1761 (Lat: 26.519328,  Lng: -97.777639),  Route carried "on" structure: Business State highway 77,  Year Built: 1952,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 606 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,560 (year 2031),  Design Load: H 20,  Features Intersected: WEST MAIN DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.776,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21245003270704,  Location: 0.75 MI S OF FM 498 (Lat: 26.390083,  Lng: -97.791072),  Route carried "on" structure: Business State highway 77,  Year Built: 1984,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 2,150 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,010 (year 2031),  Design Load: HS 20,  Features Intersected: HCWID NO 1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.210,  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: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 212450032707043,  Location: 0.80 MI N OF FM 1921 (Lat: 26.434861,  Lng: -97.788767),  Route carried "on" structure: Business State highway 77,  Year Built: 1984,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,200 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,880 (year 2034),  Design Load: HS 20,  Features Intersected: WILLACY CO DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.337,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 212450032710041,  Location: 0.8 MI S OF FM 498 (Lat: 26.389778,  Lng: -97.784458),  Route carried "on" structure: US 77,  Year Built: 1984,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 5,088 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,350 (year 2031),  Design Load: HS 20,  Features Intersected: HCWID NO 1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.558,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 212450032710042,  Location: 0.8 MI S OF FM 498 (Lat: 26.390147,  Lng: -97.785175),  Route carried "on" structure: US 77,  Year Built: 1984,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 5,385 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,350 (year 2031),  Design Load: HS 20,  Features Intersected: HCWID NO 1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.558,  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: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 212450032710044,  Location: 1.50 MI S OF FM 490 (Lat: 26.433703,  Lng: -97.784786),  Route carried "on" structure: US 77,  Year Built: 1984,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,088 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,140 (year 2037),  Design Load: HS 20,  Features Intersected: WILLACY CO DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.733,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 82.3m (270.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 212450032710052,  Location: 5.8 MI S OF SH 186 (Lat: 26.400647,  Lng: -97.784681),  Route carried "on" structure: US 77,  Year Built: 2003,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,088 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,350 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: FM 498
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.341,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 212450032710053,  Location: 5.8 MI S OF SH 186 (Lat: 26.401122,  Lng: -97.785042),  Route carried "on" structure: US 77,  Year Built: 2003,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,385 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,350 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: FM 498
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.341,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 212450032710054,  Location: 5.2 MI S OF SH 186 (Lat: 26.409206,  Lng: -97.784778),  Route carried "on" structure: US 77,  Year Built: 2003,  Status: Open,  Structure Length: 31.88m (104.59ft),  Average Daily Traffic: 5,088 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,230 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: SPUR 112
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.132,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 212450032710055,  Location: 5.2 MI S OF SH 186 (Lat: 26.412006,  Lng: -97.785150),  Route carried "on" structure: US 77,  Year Built: 2003,  Status: Open,  Structure Length: 32.03m (105.09ft),  Average Daily Traffic: 5,385 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,230 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: SPUR 112
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.132,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 212450032710218,  Location: 0.75 MI S OF FM 498 (Lat: 26.390167,  Lng: -97.784750),  Route carried "on" structure: US 77,  Year Built: 2013,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 5,088 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HL 93,  Features Intersected: HCWID # 1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 212450032710219,  Location: 0.75 MI S OF FM 498 (Lat: 26.390144,  Lng: -97.784969),  Route carried "on" structure: US 77,  Year Built: 2013,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 5,385 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HL 93,  Features Intersected: HCWID # 1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 21245003271022,  Location: 1.15 MI S OF FM 490 (Lat: 26.437419,  Lng: -97.784983),  Route carried "on" structure: US 77,  Year Built: 2013,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,088 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,900 (year 2031),  Design Load: HL 93,  Features Intersected: SPUR 56
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 212450032710221,  Location: 1.15 MI S OF FM 490 (Lat: 26.437436,  Lng: -97.785219),  Route carried "on" structure: US 77,  Year Built: 2013,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,385 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,900 (year 2031),  Design Load: HL 93,  Features Intersected: SPUR 56
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 212450032710222,  Location: 1.50 MI N OF FM 1018 (Lat: 26.379019,  Lng: -97.784122),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 250 (year 2012),  Average Future Daily Traffic: 550 (year 2032),  Design Load: HL 93,  Features Intersected: US 77,  Facility Carried by Structure: LILY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 212450AA0142001,  Location: 1.0 MI E OF JCT US 77 (Lat: 26.430019,  Lng: -97.768128),  Route carried "on" structure: County highway 2200,  Year Built: 1984,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 50 (year 2010),  Average Future Daily Traffic: 95 (year 2030),  Features Intersected: WILLACY MAIN DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 212450AA0199001,  Location: 1.5 MI E OF JCT US 77 (Lat: 26.422803,  Lng: -97.760139),  Route carried "on" structure: County highway 2100,  Year Built: 1984,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 45 (year 2030),  Features Intersected: WILLACY MAIN DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 212450AA0202001,  Location: 2.2 MI N OF JCT FM 498 (Lat: 26.433597,  Lng: -97.781411),  Route carried "on" structure: County highway 215,  Year Built: 1984,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,264 (year 2014),  Average Future Daily Traffic: 65 (year 2030),  Features Intersected: WILLACY MAIN DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 212450AA0232001,  Location: 0.5 MI S OF JCT FM 498 (Lat: 26.393594,  Lng: -97.735628),  Route carried "on" structure: County highway 330,  Year Built: 1984,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 110 (year 2030),  Features Intersected: HILD DD#1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 212450AA0232002,  Location: 1.3 MI N OF JCT FM 498 (Lat: 26.422517,  Lng: -97.735606),  Route carried "on" structure: County highway 232,  Year Built: 1984,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20 (year 2010),  Average Future Daily Traffic: 110 (year 2030),  Features Intersected: WILLACY MAIN DRAIN,  Facility Carried by Structure: CR 330 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 212450AA0234001,  Location: 0.67 MI S OF JCT FM 498 (Lat: 26.390339,  Lng: -97.751778),  Route carried "on" structure: County highway 315,  Year Built: 1984,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 50 (year 2010),  Average Future Daily Traffic: 110 (year 2030),  Features Intersected: HIDAL DD#1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.472,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 212450AA0234002,  Location: 1.3 MI N OF JCT FM 498 (Lat: 26.422528,  Lng: -97.751758),  Route carried "on" structure: County highway 315,  Year Built: 1984,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 130 (year 2030),  Features Intersected: WILLACY MAIN DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 212450AA0250001,  Location: 0.7 MI S OF JCT FM 498 (Lat: 26.390256,  Lng: -97.781022),  Route carried "on" structure: County highway 215,  Year Built: 1983,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 50 (year 2010),  Average Future Daily Traffic: 110 (year 2030),  Features Intersected: HIDAL DD#1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.955,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 212450AA0254001,  Location: 0.25 MI S OF JCT FM 491 (Lat: 26.389719,  Lng: -97.797144),  Route carried "on" structure: County highway 200,  Year Built: 1983,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 110 (year 2030),  Features Intersected: HIDAL DD#1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 212450AA0276001,  Location: 0.95 MI W OF JCT US 77 (Lat: 26.386264,  Lng: -97.800892),  Route carried "on" structure: County highway 1600,  Year Built: 1983,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 50 (year 2010),  Average Future Daily Traffic: 110 (year 2030),  Features Intersected: HIDAL DD#1 MAIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 212450032710052,  Location: 5.8 MI S OF SH 186 (Lat: 26.400647,  Lng: -97.784681),  Route carried "under" structure: State highway 498,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2011),  Truck Traffic: 22%,  Features Intersected: FM 498,  Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.573,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 212450032710053,  Location: 5.8 MI S OF SH 186 (Lat: 26.401122,  Lng: -97.785042),  Route carried "under" structure: State highway 498,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2011),  Truck Traffic: 22%,  Features Intersected: FM 498,  Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.550,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 212450032710054,  Location: 5.2 MI S OF SH 186 (Lat: 26.409206,  Lng: -97.784778),  Route carried "under" structure: Spur State highway 112,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2011),  Truck Traffic: 5%,  Features Intersected: SPUR 112,  Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.525,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 212450032710055,  Location: 5.2 MI S OF SH 186 (Lat: 26.412006,  Lng: -97.785150),  Route carried "under" structure: Spur State highway 112,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2011),  Truck Traffic: 5%,  Features Intersected: SPUR 112,  Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.504,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 21245003271022,  Location: 1.15 MI S OF FM 490 (Lat: 26.437419,  Lng: -97.784983),  Route carried "under" structure: Spur State highway 56,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 760 (year 2012),  Truck Traffic: 1%,  Features Intersected: SPUR 56,  Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.381,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 212450032710221,  Location: 1.15 MI S OF FM 490 (Lat: 26.437436,  Lng: -97.785219),  Route carried "under" structure: Spur State highway 56,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 760 (year 2012),  Truck Traffic: 1%,  Features Intersected: SPUR 56,  Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.381,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 212450032710222,  Location: 1.50 MI N OF FM 1018 (Lat: 26.379019,  Lng: -97.784122),  Route carried "under" structure: US 77,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 15,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: US 77,  Facility Carried by Structure: LILY ROAD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)