Bridge Statistics for Lakehills, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 144ft / 44.3mTotal length
- $491,000Total costs
- 79,337Total average daily traffic
- 4,864Total average daily truck traffic
- 98,610Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lakehills
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 21960-1969
- 11970-1979
- 101980-1989
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 11980-1989
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 27.8%Good
- 66.7%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 58.3%Good
- 41.7%Satisfactory
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Structure Number: 150100029106114, Location: 0.34 MI W OF FM 1283 (Lat: 29.724786, Lng: -98.939517), Route carried "on" structure: State highway 16, Year Built: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 9,987 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,280 (year 2033), Design Load: HS 20, Features Intersected: DRY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.554, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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 48 months, Inspection Date: May 2018
Structure Number: 150100029106114, Location: 0.34 MI W OF FM 1283 (Lat: 29.724786, Lng: -98.939517), Route carried "on" structure: State highway 16, Year Built: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 9,987 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,280 (year 2033), Design Load: HS 20, Features Intersected: DRY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.554, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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 48 months, Inspection Date: May 2018
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Structure Number: 150100029106115, Location: 1.74 MI W OF FM 1283 (Lat: 29.734533, Lng: -98.959953), Route carried "on" structure: State highway 16, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,987 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,280 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018
Structure Number: 150100029106115, Location: 1.74 MI W OF FM 1283 (Lat: 29.734533, Lng: -98.959953), Route carried "on" structure: State highway 16, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,987 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,280 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018
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Structure Number: 150100029107027, Location: 1.1 MI SE OF SH 46 (Lat: 29.703900, Lng: -98.874964), Route carried "on" structure: State highway 16, Year Built: 1936, Year Reconstructed: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 5,434 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,980 (year 2033), Features Intersected: RED BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.429, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150100029107027, Location: 1.1 MI SE OF SH 46 (Lat: 29.703900, Lng: -98.874964), Route carried "on" structure: State highway 16, Year Built: 1936, Year Reconstructed: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 5,434 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,980 (year 2033), Features Intersected: RED BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.429, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15010002910712, Location: 0.3 MI NW OF SH 46 (Lat: 29.714242, Lng: -98.894733), Route carried "on" structure: State highway 16, Year Built: 1983, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 9,648 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,560 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.175, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018
Structure Number: 15010002910712, Location: 0.3 MI NW OF SH 46 (Lat: 29.714242, Lng: -98.894733), Route carried "on" structure: State highway 16, Year Built: 1983, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 9,648 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,560 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.175, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018
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Structure Number: 150100029107121, Location: 1.3 MI NW OF SH 46 (Lat: 29.718825, Lng: -98.910308), Route carried "on" structure: State highway 16, Year Built: 1983, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 9,648 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,560 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.544, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 26.2m (86.0ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150100029107121, Location: 1.3 MI NW OF SH 46 (Lat: 29.718825, Lng: -98.910308), Route carried "on" structure: State highway 16, Year Built: 1983, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 9,648 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,560 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.544, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 26.2m (86.0ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150100029107128, Location: 0.31 MI E OF FM 1283 (Lat: 29.720736, Lng: -98.927981), Route carried "on" structure: State highway 16, Year Built: 2001, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 9,648 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,560 (year 2033), Design Load: HS 20, Features Intersected: PIPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 150100029107128, Location: 0.31 MI E OF FM 1283 (Lat: 29.720736, Lng: -98.927981), Route carried "on" structure: State highway 16, Year Built: 2001, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 9,648 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,560 (year 2033), Design Load: HS 20, Features Intersected: PIPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 150100104203005, Location: 2.10 MI NE OF SH 16 (Lat: 29.724542, Lng: -98.859253), Route carried "on" structure: State highway 46, Year Built: 1967, Year Reconstructed: 1984, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 6,378 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,420 (year 2033), Design Load: H 15, Features Intersected: RED BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.542, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150100104203005, Location: 2.10 MI NE OF SH 16 (Lat: 29.724542, Lng: -98.859253), Route carried "on" structure: State highway 46, Year Built: 1967, Year Reconstructed: 1984, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 6,378 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,420 (year 2033), Design Load: H 15, Features Intersected: RED BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.542, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150100106601002, Location: 3.6 MI NE OF FM 1283 (Lat: 29.631233, Lng: -98.885236), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,410 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,970 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.504, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 150100106601002, Location: 3.6 MI NE OF FM 1283 (Lat: 29.631233, Lng: -98.885236), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,410 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,970 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.504, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 150100106601003, Location: 2.7 MI NE OF FM 1283 (Lat: 29.631139, Lng: -98.897164), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,410 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,970 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018
Structure Number: 150100106601003, Location: 2.7 MI NE OF FM 1283 (Lat: 29.631139, Lng: -98.897164), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,410 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,970 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018
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Structure Number: 150100106601004, Location: 1.2 MI NE OF FM 1283 (Lat: 29.617031, Lng: -98.917692), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,410 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,970 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.747, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150100106601004, Location: 1.2 MI NE OF FM 1283 (Lat: 29.617031, Lng: -98.917692), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,410 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,970 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.747, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150100173001001, Location: 3.98 MI S OF SH 16 (Lat: 29.673150, Lng: -98.959825), Route carried "on" structure: State highway 1283, Year Built: 1959, Year Reconstructed: 1987, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 3,305 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,540 (year 2033), Design Load: H 15, Features Intersected: RED BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150100173001001, Location: 3.98 MI S OF SH 16 (Lat: 29.673150, Lng: -98.959825), Route carried "on" structure: State highway 1283, Year Built: 1959, Year Reconstructed: 1987, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 3,305 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,540 (year 2033), Design Load: H 15, Features Intersected: RED BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150100173001002, Location: 9.28 MI S OF SH 16 (Lat: 29.604256, Lng: -98.929789), Route carried "on" structure: State highway 1283, Year Built: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,330 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,800 (year 2033), Design Load: H 15, Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150100173001002, Location: 9.28 MI S OF SH 16 (Lat: 29.604256, Lng: -98.929789), Route carried "on" structure: State highway 1283, Year Built: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,330 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,800 (year 2033), Design Load: H 15, Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150100173001004, Location: 5.3 MI S OF SH 16 (Lat: 29.655728, Lng: -98.951822), Route carried "on" structure: State highway 1283, Year Built: 1987, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 3,305 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,540 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.616, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150100173001004, Location: 5.3 MI S OF SH 16 (Lat: 29.655728, Lng: -98.951822), Route carried "on" structure: State highway 1283, Year Built: 1987, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 3,305 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,540 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.616, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150100AA0277001, Location: 1.3 MILE WEST OF FM. 1283 (Lat: 29.681739, Lng: -98.975911), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 973 (year 2020), Average Future Daily Traffic: 100 (year 2032), Features Intersected: MEDINA RIVER, Facility Carried by Structure: ENGLISHCROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150100AA0277001, Location: 1.3 MILE WEST OF FM. 1283 (Lat: 29.681739, Lng: -98.975911), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 973 (year 2020), Average Future Daily Traffic: 100 (year 2032), Features Intersected: MEDINA RIVER, Facility Carried by Structure: ENGLISHCROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150100AA0285001, Location: 1.0 MI E OF FM 1283 (Lat: 29.695872, Lng: -98.934744), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 246 (year 2020), Average Future Daily Traffic: 450 (year 2032), Design Load: HS 20, Features Intersected: RED BLUFF CREEK, Facility Carried by Structure: HEISLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150100AA0285001, Location: 1.0 MI E OF FM 1283 (Lat: 29.695872, Lng: -98.934744), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 246 (year 2020), Average Future Daily Traffic: 450 (year 2032), Design Load: HS 20, Features Intersected: RED BLUFF CREEK, Facility Carried by Structure: HEISLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 151630106602001, Location: 3.70 MI W OF SH 16 (Lat: 29.624558, Lng: -98.860156), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,810 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 2,530 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.267, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Structure Number: 151630106602001, Location: 3.70 MI W OF SH 16 (Lat: 29.624558, Lng: -98.860156), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,810 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 2,530 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.267, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
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Structure Number: 151630173002003, Location: 0.75 MI S OF BANDERA C/L (Lat: 29.579142, Lng: -98.899792), Route carried "on" structure: State highway 1283, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,984 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,550 (year 2033), Design Load: H 20, Features Intersected: PECAN SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 151630173002003, Location: 0.75 MI S OF BANDERA C/L (Lat: 29.579142, Lng: -98.899792), Route carried "on" structure: State highway 1283, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,984 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,550 (year 2033), Design Load: H 20, Features Intersected: PECAN SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 151630AA0465003, Location: 7.6 MI N OF FM 2676 (Lat: 29.532108, Lng: -98.935711), Route carried "on" structure: County highway 271, Year Built: 2001, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 424 (year 2020), Average Future Daily Traffic: 550 (year 2035), Design Load: HS 20, Features Intersected: MEDINA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.840, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $468,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 151630AA0465003, Location: 7.6 MI N OF FM 2676 (Lat: 29.532108, Lng: -98.935711), Route carried "on" structure: County highway 271, Year Built: 2001, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 424 (year 2020), Average Future Daily Traffic: 550 (year 2035), Design Load: HS 20, Features Intersected: MEDINA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.840, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $468,000, Deck Structure Type: Concrete Cast-file-Place