Bridge Statistics for Yznaga, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 699ft / 213mTotal length
- $9,000Total costs
- 60,431Total average daily traffic
- 13,620Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Yznaga
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 121970-1979
- 21980-1989
- Bridge Condition - Deck
- 58.3%Good
- 41.7%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 66.7%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
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Structure Number: 210310032708026, Location: 1.00 MI S OF FM 506 (Lat: 26.323353, Lng: -97.781189), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 5,385 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 11,730 (year 2031), Design Load: HS 20, Features Intersected: BUS 77 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.452, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), 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: Equal 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210310032708026, Location: 1.00 MI S OF FM 506 (Lat: 26.323353, Lng: -97.781189), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 5,385 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 11,730 (year 2031), Design Load: HS 20, Features Intersected: BUS 77 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.452, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), 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: Equal 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210310032708027, Location: 1.00 MI S OF FM 506 (Lat: 26.323356, Lng: -97.781092), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 5,088 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 11,730 (year 2031), Design Load: HS 20, Features Intersected: BUS 77 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.453, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), 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: Equal 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210310032708027, Location: 1.00 MI S OF FM 506 (Lat: 26.323356, Lng: -97.781092), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 5,088 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 11,730 (year 2031), Design Load: HS 20, Features Intersected: BUS 77 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.453, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), 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: Equal 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210310032708028, Location: 5.20 MI NW OF FM 508 (Lat: 26.315039, Lng: -97.776569), Route carried "on" structure: ServiceUS 77, Year Built: 1974, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2031), Design Load: HS 20, Features Intersected: N FLOODWAY PILOT CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Meets minimum limits, 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
Structure Number: 210310032708028, Location: 5.20 MI NW OF FM 508 (Lat: 26.315039, Lng: -97.776569), Route carried "on" structure: ServiceUS 77, Year Built: 1974, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2031), Design Load: HS 20, Features Intersected: N FLOODWAY PILOT CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Meets minimum limits, 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: 210310032708029, Location: 5.20 MI NW OF FM 508 (Lat: 26.314564, Lng: -97.776792), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 80.62m (264.50ft), Average Daily Traffic: 5,385 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 12,280 (year 2031), Design Load: HS 20, Features Intersected: N FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, 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: 105, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210310032708029, Location: 5.20 MI NW OF FM 508 (Lat: 26.314564, Lng: -97.776792), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 80.62m (264.50ft), Average Daily Traffic: 5,385 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 12,280 (year 2031), Design Load: HS 20, Features Intersected: N FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, 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: 105, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21031003270803, Location: 5.20 MI NW OF FM 508 (Lat: 26.314608, Lng: -97.776686), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 80.62m (264.50ft), Average Daily Traffic: 5,088 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 12,280 (year 2031), Design Load: HS 20, Features Intersected: N FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, 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: 105, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21031003270803, Location: 5.20 MI NW OF FM 508 (Lat: 26.314608, Lng: -97.776686), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 80.62m (264.50ft), Average Daily Traffic: 5,088 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 12,280 (year 2031), Design Load: HS 20, Features Intersected: N FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, 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: 105, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210310032708031, Location: 4.00 MI NW OF FM 508 (Lat: 26.295783, Lng: -97.764536), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 17,715 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 12,280 (year 2031), Design Load: HS 20, Features Intersected: ORPHANAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.944, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, 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
Structure Number: 210310032708031, Location: 4.00 MI NW OF FM 508 (Lat: 26.295783, Lng: -97.764536), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 17,715 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 12,280 (year 2031), Design Load: HS 20, Features Intersected: ORPHANAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.944, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, 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: 210310032708032, Location: 4.00 MI NW OF FM 508 (Lat: 26.295831, Lng: -97.764439), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 17,715 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 12,280 (year 2031), Design Load: HS 20, Features Intersected: ORPHANAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.944, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, 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: Equal to present desirable criteria, Underclear: Meets minimum limits, 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
Structure Number: 210310032708032, Location: 4.00 MI NW OF FM 508 (Lat: 26.295831, Lng: -97.764439), Route carried "on" structure: US 77, Year Built: 1974, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 17,715 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 12,280 (year 2031), Design Load: HS 20, Features Intersected: ORPHANAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.944, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, 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: Equal to present desirable criteria, Underclear: Meets minimum limits, 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: 210310087202003, Location: 4.0 MI SW OF BUS 77 (Lat: 26.309961, Lng: -97.824000), Route carried "on" structure: State highway 506, Year Built: 1956, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 891 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 1,330 (year 2033), Features Intersected: N FLOODWAY PILOT CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210310087202003, Location: 4.0 MI SW OF BUS 77 (Lat: 26.309961, Lng: -97.824000), Route carried "on" structure: State highway 506, Year Built: 1956, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 891 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 1,330 (year 2033), Features Intersected: N FLOODWAY PILOT CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 211090334304001, Location: 3.60 MI N OF SH 107 (Lat: 26.312956, Lng: -97.863606), Route carried "on" structure: State highway 1425, Year Built: 1979, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 547 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,620 (year 2033), Design Load: HS 20, Features Intersected: N FLOODWAY PILOT CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.425, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 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: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 211090334304001, Location: 3.60 MI N OF SH 107 (Lat: 26.312956, Lng: -97.863606), Route carried "on" structure: State highway 1425, Year Built: 1979, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 547 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,620 (year 2033), Design Load: HS 20, Features Intersected: N FLOODWAY PILOT CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.425, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 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: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 211090334304002, Location: 3.95 MI N OF SH 107 (Lat: 26.317189, Lng: -97.862461), Route carried "on" structure: State highway 1425, Year Built: 1979, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 547 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,620 (year 2033), Design Load: HS 20, Features Intersected: WILLACY MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.947, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, 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: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 211090334304002, Location: 3.95 MI N OF SH 107 (Lat: 26.317189, Lng: -97.862461), Route carried "on" structure: State highway 1425, Year Built: 1979, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 547 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,620 (year 2033), Design Load: HS 20, Features Intersected: WILLACY MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.947, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, 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: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 211090AA0232001, Location: 1.20 MI S OF FM 2629 (Lat: 26.324311, Lng: -97.878006), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 60 (year 2032), Features Intersected: MAIN FLOODWATER CHANNEL, Facility Carried by Structure: CR 232
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 211090AA0232001, Location: 1.20 MI S OF FM 2629 (Lat: 26.324311, Lng: -97.878006), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 60 (year 2032), Features Intersected: MAIN FLOODWATER CHANNEL, Facility Carried by Structure: CR 232
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 211090AA0233001, Location: 0.25 MI W OF FM 1425 (Lat: 26.327744, Lng: -97.866586), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 50 (year 2032), Features Intersected: MAIN FLOODWATER CHANNEL, Facility Carried by Structure: CO RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 211090AA0233001, Location: 0.25 MI W OF FM 1425 (Lat: 26.327744, Lng: -97.866586), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 50 (year 2032), Features Intersected: MAIN FLOODWATER CHANNEL, Facility Carried by Structure: CO RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210310032708026, Location: 1.00 MI S OF FM 506 (Lat: 26.323353, Lng: -97.781189), Route carried "under" structure: Business State highway 77, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 860 (year 2013), Truck Traffic: 13%, Features Intersected: BUS 77 NORTH
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 3.521, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 210310032708026, Location: 1.00 MI S OF FM 506 (Lat: 26.323353, Lng: -97.781189), Route carried "under" structure: Business State highway 77, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 860 (year 2013), Truck Traffic: 13%, Features Intersected: BUS 77 NORTH
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 3.521, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 210310032708027, Location: 1.00 MI S OF FM 506 (Lat: 26.323356, Lng: -97.781092), Route carried "under" structure: Business State highway 77, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 860 (year 2013), Truck Traffic: 13%, Features Intersected: BUS 77 NORTH
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 3.484, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 210310032708027, Location: 1.00 MI S OF FM 506 (Lat: 26.323356, Lng: -97.781092), Route carried "under" structure: Business State highway 77, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 860 (year 2013), Truck Traffic: 13%, Features Intersected: BUS 77 NORTH
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 3.484, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 210310032708031, Location: 4.00 MI NW OF FM 508 (Lat: 26.295783, Lng: -97.764536), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 50 (year 2011), Features Intersected: ORPHANAGE RD, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 210310032708031, Location: 4.00 MI NW OF FM 508 (Lat: 26.295783, Lng: -97.764536), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 50 (year 2011), Features Intersected: ORPHANAGE RD, Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)